po box 138, alexandra vic 3714€¦ · mieaust member no. 2493718 chartered professional engineer...

18
As shown MURRINDINDI SHIRE COUNCIL MU114-00 HZ LOCATION PLAN AND INDEX OF DRAWINGS December 2019 31 ISSUED FOR TENDER Client Project SETTING OUT OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL DIMENSIONS TO BE CHECKED ON SITE. DISCREPANCIES TO BE REPORTED IMMEDIATELY TO THE SUPERINTENDENT. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH THE SPECIFICATION. Approved (Manager) Date Scales: Drawn: Sheets in Set: Checked: Drawing Number: Letter REVISIONS Date Licensed Surveyor Designed and Documented by Telephone: Email: 03 9550 1858 [email protected] Glen Waverley VIC 3150 21-23 Aristoc Road Waverley Business Centre AUSTRALIA ENGINEERS Daniel M Ahrens MIEAust Member No. 2493718 Chartered Professional Engineer RM JCA Land Consultants THE SUBDIVISION SPECIALISTS Surveying Engineering Town Planning Suite 9, 303 Maroondah Highway Ringwood Vic, Australia 3134 Phone 03 9735 4888 Email [email protected] www.jcalc.com.au LOCATION PLAN Drawing No. Title MURRINDINDI SHIRE COUNCIL PO Box 138, ALEXANDRA VIC 3714 HDS Australia Pty Ltd 21-23 Aristoc Road, GLEN WAVERLEY VIC 3150 INDEX OF DRAWINGS MU114-00 MU114-01 MU114-02 MU114-03 MU114-04 MU114-05 MU114-06 MU114-07 MU114-08 MU114-09 MU114-10 MU114-11 MU114-12 MU114-13 MU114-14 MU114-15 MU114-16 MU114-17 MU114-18 MU114-19 MU114-20 MU114-21 MU114-22 MU114-23 MU114-24 MU114-25 MU114-26 MU114-27 MU114-28 MU114-29 MU114-30 LOCATION PLAN AND INDEX OF DRAWINGS TYPICAL CROSS SECTIONS, DETAILS AND NOTES GENERAL CONSTRUCTION SHEET 01 GENERAL CONSTRUCTION SHEET 02 GENERAL CONSTRUCTION SHEET 03 GENERAL CONSTRUCTION SHEET 04 KERB OUTSTAND LONGITUDINAL SECTIONS MR00 AND MR10 KERB OUTSTAND LONGITUDINAL SECTIONS MR01, MR02, MR03, MR04 AND MR05 KERB OUTSTAND LONGITUDINAL SECTIONS MR06, MR07, MR08, MR09 AND MR11 KERB OUTSTAND LONGITUDINAL SECTIONS MR0A, MR0B, MR0C, MR0D, MR0E AND MR0F KERB OUTSTAND LONGITUDINAL SECTIONS MR0G, MR0H, MR20, MR21 AND MR22 SHARED PATH LONGITUDINAL SECTIONS MRF1 AND MRF2 SHARED PATH LONGITUDINAL SECTIONS MRF3 AND MRF4 SHARED PATH LONGITUDINAL SECTIONS MRF5 AND MRF6 SHARED PATH LONGITUDINAL SECTIONS MRF7 TRAFFIC CONTROL SHEET 01 TRAFFIC CONTROL SHEET 02 TRAFFIC CONTROL SHEET 03 TRAFFIC CONTROL SHEET 04 FINAL SURFACE CONTOURS SHEET 01 FINAL SURFACE CONTOURS SHEET 02 FINAL SURFACE CONTOURS SHEET 03 FINAL SURFACE CONTOURS SHEET 04 DRAINAGE LONGITUDINAL SECTIONS SHEET 01 DRAINAGE LONGITUDINAL SECTIONS SHEET 02 DRAINAGE SCHEDULE SETOUT DETAILS SHEET 01 - MR00, MR01, MR02, MR03, MR04 & MR05 SETOUT DETAILS SHEET 02 - MR06, MR07, MR08, MR09, MR10, MR11 & MR0A SETOUT DETAILS SHEET 03 - MR0B, MR0C, MR0D, MR0E, MR0F, MR0G & MR20 SETOUT DETAILS SHEET 04 - MR0H, MR21, MR22, MRF1, MRF2 & MRF3 SETOUT DETAILS SHEET 05 - MRF4, MRF5, MRF6, MRF7 & OTHERS For Information Only MU114-SK01 MU114-SK02 MU114-SK03 MU114-SK04 VEHICLE TURNING MOVEMENTS VEHICLE TURNING MOVEMENTS VEHICLE TURNING MOVEMENTS VEHICLE TURNING MOVEMENTS SITE LOCATION Safety Design Works High Street, Yea SAFETY DESIGN WORKS HIGH STREET, YEA

Upload: others

Post on 24-Sep-2020

1 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: PO Box 138, ALEXANDRA VIC 3714€¦ · MIEAust Member No. 2493718 Chartered Professional Engineer RM JCA Land Consultants THE SUBDIVISION SPECIALISTS Surveying Engineering Town Planning

As shown

MURRINDINDI SHIRE COUNCIL

MU114-00

HZ

LOCATION PLAN AND INDEX OF DRAWINGS

December 2019

31

ISSUED FOR TENDER

Client

Project

SETTING OUT OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR.ALL DIMENSIONS TO BE CHECKED ON SITE.DISCREPANCIES TO BE REPORTED IMMEDIATELY TO THESUPERINTENDENT.THIS DRAWING SHALL BE READ IN CONJUNCTION WITH THESPECIFICATION.

Approved (Manager)

Date

Scales:

Drawn:

Sheets in Set:

Checked:

Drawing Number:

Letter REVISIONS DateLicensed Surveyor

Designed and Documented by

Telephone:

Email:

03 9550 1858

[email protected]

Glen Waverley VIC 3150

21-23 Aristoc Road

Waverley Business Centre

AUSTRALIA

ENGINEERS

Daniel M Ahrens

MIEAust

Member No. 2493718

Chartered Professional Engineer

RM

JCA Land Consultants

THE SUBDIVISION SPECIALISTS

Surveying Engineering Town Planning

Suite 9, 303 Maroondah Highway Ringwood Vic, Australia 3134

Phone 03 9735 4888 Email [email protected] www.jcalc.com.au

LOCATION PLAN

Drawing No. Title

MURRINDINDI SHIRE COUNCILPO Box 138, ALEXANDRA VIC 3714

HDS Australia Pty Ltd21-23 Aristoc Road, GLEN WAVERLEY VIC 3150

INDEX OF DRAWINGS

MU114-00MU114-01MU114-02MU114-03MU114-04MU114-05MU114-06MU114-07MU114-08MU114-09MU114-10MU114-11MU114-12MU114-13MU114-14MU114-15MU114-16MU114-17MU114-18MU114-19MU114-20MU114-21MU114-22MU114-23MU114-24MU114-25MU114-26MU114-27MU114-28MU114-29MU114-30

LOCATION PLAN AND INDEX OF DRAWINGSTYPICAL CROSS SECTIONS, DETAILS AND NOTESGENERAL CONSTRUCTION SHEET 01GENERAL CONSTRUCTION SHEET 02GENERAL CONSTRUCTION SHEET 03GENERAL CONSTRUCTION SHEET 04KERB OUTSTAND LONGITUDINAL SECTIONS MR00 AND MR10KERB OUTSTAND LONGITUDINAL SECTIONS MR01, MR02, MR03, MR04 AND MR05KERB OUTSTAND LONGITUDINAL SECTIONS MR06, MR07, MR08, MR09 AND MR11KERB OUTSTAND LONGITUDINAL SECTIONS MR0A, MR0B, MR0C, MR0D, MR0E AND MR0FKERB OUTSTAND LONGITUDINAL SECTIONS MR0G, MR0H, MR20, MR21 AND MR22SHARED PATH LONGITUDINAL SECTIONS MRF1 AND MRF2SHARED PATH LONGITUDINAL SECTIONS MRF3 AND MRF4SHARED PATH LONGITUDINAL SECTIONS MRF5 AND MRF6SHARED PATH LONGITUDINAL SECTIONS MRF7TRAFFIC CONTROL SHEET 01TRAFFIC CONTROL SHEET 02TRAFFIC CONTROL SHEET 03TRAFFIC CONTROL SHEET 04FINAL SURFACE CONTOURS SHEET 01FINAL SURFACE CONTOURS SHEET 02FINAL SURFACE CONTOURS SHEET 03FINAL SURFACE CONTOURS SHEET 04DRAINAGE LONGITUDINAL SECTIONS SHEET 01DRAINAGE LONGITUDINAL SECTIONS SHEET 02DRAINAGE SCHEDULESETOUT DETAILS SHEET 01 - MR00, MR01, MR02, MR03, MR04 & MR05SETOUT DETAILS SHEET 02 - MR06, MR07, MR08, MR09, MR10, MR11 & MR0ASETOUT DETAILS SHEET 03 - MR0B, MR0C, MR0D, MR0E, MR0F, MR0G & MR20SETOUT DETAILS SHEET 04 - MR0H, MR21, MR22, MRF1, MRF2 & MRF3SETOUT DETAILS SHEET 05 - MRF4, MRF5, MRF6, MRF7 & OTHERS

For Information Only

MU114-SK01MU114-SK02MU114-SK03MU114-SK04

VEHICLE TURNING MOVEMENTSVEHICLE TURNING MOVEMENTSVEHICLE TURNING MOVEMENTSVEHICLE TURNING MOVEMENTS

SITE LOCATION

Safety Design WorksHigh Street, Yea

SAFETY DESIGN WORKS HIGH STREET, YEA

Page 2: PO Box 138, ALEXANDRA VIC 3714€¦ · MIEAust Member No. 2493718 Chartered Professional Engineer RM JCA Land Consultants THE SUBDIVISION SPECIALISTS Surveying Engineering Town Planning

As shown

MURRINDINDI SHIRE COUNCIL

MU114-01

DETAILS AND NOTES

HZ

TYPICAL CROSS SECTIONS,

December 2019

31

ISSUED FOR TENDER

Client

Project

SETTING OUT OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR.ALL DIMENSIONS TO BE CHECKED ON SITE.DISCREPANCIES TO BE REPORTED IMMEDIATELY TO THESUPERINTENDENT.THIS DRAWING SHALL BE READ IN CONJUNCTION WITH THESPECIFICATION.

Approved (Manager)

Date

Scales:

Drawn:

Sheets in Set:

Checked:

Drawing Number:

Letter REVISIONS DateLicensed Surveyor

Designed and Documented by

Telephone:

Email:

03 9550 1858

[email protected]

Glen Waverley VIC 3150

21-23 Aristoc Road

Waverley Business Centre

AUSTRALIA

ENGINEERS

Daniel M Ahrens

MIEAust

Member No. 2493718

Chartered Professional Engineer

RM

JCA Land Consultants

THE SUBDIVISION SPECIALISTS

Surveying Engineering Town Planning

Suite 9, 303 Maroondah Highway Ringwood Vic, Australia 3134

Phone 03 9735 4888 Email [email protected] www.jcalc.com.au

GENERAL NOTES:

1. ALL LANE DIMENSIONS QUOTED ARE TO THE CENTRE OF LINE

MARKING OR INVERT OF KERB.

2. LINE MARK AS SHOWN AND REMOVE REDUNDANT LINE MARKING.

3. INSTALL SIGNS AS SHOWN.

4. UNLESS OTHERWISE SPECIFIED, REMOVE EXISTING KERB AND

CHANNEL AND PAVEMENT THEN REINSTATE WITH TOPSOIL AND

SEED BETWEEN EXISTING KERB LINE AND NEW KERB LINE FOR

ALL NEW KERB OUTSTANDS.

5. SHARED PATH TO BE INSTALLED IN ACCORDANCE WITH

INFRASTRUCTURE DESIGN MANUAL STANDARD DRAWING SD 205.

6. PEDESTRIAN CROSSING TO BE INSTALLED IN ACCORDANCE WITH

INFRASTRUCTURE DESIGN MANUAL STANDARD DRAWING SD 200.

7. KERB AND CHANNEL TO BE INSTALLED IN ACCORDANCE WITH

INFRASTRUCTURE DESIGN MANUAL STANDARD DRAWING SD 100.

2.5m

2.5

%

MA

X

1

:

-

6

M

A

X

1

:

4

M

A

X

SHARED PATH TYPICAL CROSS SECTION

(NOT TO SCALE)

125mm 25Mpa CONCRETE

100mm THICK LAYER OF CLASS 3 FCR

BEDDING COMPACTED TO 97% MODIFIED

EXISTING B2 OR SM2

KERB AND CHANNEL

TO BE REMOVED

PROPOSED SM2

KERB AND CHANNEL

EXISTING SURFACE

PROPERTY

BOUNDARY

EXISTING FOOTPATH

OR VERGE

EXISTING PAVEMENT TO BE REMOVED AND

REINSTATE WITH TOPSOIL AND SEED BETWEEN

EXISTING KERB AND PROPOSED KERB

EXISTING PAVEMENT

SAW CUT LINE

100mm THICK LAYER OF CLASS 3 FCR

BEDDING COMPACTED TO 97% MODIFIED

KERB OUTSTAND TYPICAL CROSS SECTION

(NOT TO SCALE)

SL72 MESH SLAB REINFORCEMENT CENTRAL

NATURE STRIP

40mm SIZE 10 TYPE N ASPHALT

0.6m OR 1.5m AS SHOWN IN KERB

OUTSTAND LONGITUDINAL SECTIONS

CLASS 3 FCR COMPACTED

TO 97% MODIFIED

SAFETY DESIGN WORKS HIGH STREET, YEA

Page 3: PO Box 138, ALEXANDRA VIC 3714€¦ · MIEAust Member No. 2493718 Chartered Professional Engineer RM JCA Land Consultants THE SUBDIVISION SPECIALISTS Surveying Engineering Town Planning

1

5

0

U

P

V

C

1

9

9

4

1

5

0

D

I

C

L

1

9

9

4

1

5

0

D

I

C

L

1

9

8

6

1

5

0

D

I

C

L

1

9

9

4

1

5

0

M

P

V

C

2

0

1

7

1

0

0

M

P

V

C

2

0

1

7

105

101

108

106

104

102

98

969294

881

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

H 10.5

H 10.5

H 10

H 6

H 7

H 4

1

6

6

.

6

1

6

6

.

9

6

F

L

1

6

9

.

9

G

1

6

7

.

5

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

D

G

E

O

F

B

I

T

U

M

E

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

H 10.5

H 10.5

H 10.5

H 10.5

H 4

H 4

H 4

1

7

0

.

6

G

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

1

4

F

L

S

E

W

E

R

P

I

T

1

6

7

.

4

7

(

T

O

P

)

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

GRATED PIT

167.19(TOP)

SEWER PIT

167.21(TOP)

E

L

E

C

T

R

I

C

I

T

Y

P

I

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

S

I

G

N

FLOOD LIGHT

SIGN

S

I

G

N

G

R

A

S

S

E

D

N

A

T

U

R

E

S

T

R

I

P

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

S

IG

N

F

I

R

E

P

L

U

G

G

R

A

S

S

E

D

N

A

T

U

R

E

S

T

R

I

P

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

W

A

T

E

R

S

T

O

P

V

A

L

V

E

W

A

T

E

R

S

T

O

P

V

A

L

V

E

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

F

I

R

E

P

L

U

G

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

S

I

G

N

F

I

R

E

H

Y

D

R

A

N

T

S

I

G

N

S

I

G

N

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

B

I

T

U

M

E

N

C

A

R

P

A

R

K

B

I

T

U

M

E

N

C

A

R

P

A

R

K

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

G

R

A

S

S

E

D

A

R

E

A

S

I

G

N

S

I

G

N

S

I

G

N

G

R

A

S

S

E

D

N

A

T

U

R

E

S

T

R

I

P

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

TRAFFIC ISLAND

T

R

A

F

F

IC

IS

L

A

N

D

TRAFFIC ISLAND

E

D

G

E

O

F

B

I

T

U

M

E

N

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

A

N

O

P

Y

C

A

N

O

P

Y

C

A

N

O

P

Y

C

A

N

O

P

Y

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

B

O

L

L

A

R

D

W

I

T

H

L

I

G

H

T

C

O

N

C

R

E

T

E

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

R

O

S

S

I

N

G

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

I

S

L

A

N

D

G

I

F

F

A

R

D

S

T

R

E

E

T

M

E

L

B

O

U

R

N

E

R

O

A

D

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

H

I

G

H

S

T

R

E

E

T

H

I

G

H

S

T

R

E

E

T

TBM12

RIVET IN KERB

N 5880412.988

E 360032.310

RL 167.20

TBM01

RIVET IN KERB

N 5880434.296

E 359986.322

RL 167.54

S

E

P

1

3

J

B

0

7

J

B

0

8

S

M

2

S

M

3

S

M

2

S

M

2

S

M

2

S

M

2

S

M

2

2.5

MR00

MR10

MR0HMRF1

MR20

MR01

MR02

0.00

5.00 10.00

15.00

20.00

0.00

5.00

10.00

15.00

20.00

25.00

0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

40.00

45.00

50.00

55.00

60.00

65.00

70.00

75.00

80.00

85.00

90.00

95.00

0.00

5.00

10.00

15.00

20.00

25.00

0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

40.00

45.00

0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

40.00

45.00

50.00

55.00

0.00 5.00

10.00

15.00

S

M

1

S

M

2

SM

2

R

16.0

R

0

.

3

R

6

0

.

0

R

5.0

R

1

.

5

R

7

.

0

R

2

0

.0

R

1

.

5

R

0

.

3

R

1

.

5

R

3

0

.

0

R

0

.9

R5.0

RELOCATE EXISTING

GIVE WAY SIGN

PROPERTY STORMWATER

OUTLET TO BE CONNECTED

INTO SIDE ENTRY PIT SEP13

MAINTAIN EXISTING CHANNEL

FLOW BEHIND KERB OUTSTAND

TRANSITION SM2 TO SM3

OUTFALL KERB AND CHANNEL

BETWEEN CH 40 TO CH 49.3

REMOVE EXISTING SIGN

REMOVE EXISTING SIGN

SERVICE PIT COVER

LEVEL TO BE ADJUSTED

REMOVE EXISTING SIGN

EXISTING KERB AND CHANNEL TO BE RETAINED

AND CONSTRUCT SM1 KERB FOR THE KERB

OUTSTAND NEAR EXISTING KERB AND CHANNEL

IMPORTANT!The location of underground services have been derived from available information, howeveraccuracy cannot be guaranteed. All existing service information should therefore be treated asindicative only, and service locations must be arranged prior to commencement of any excavation.The contractor will be held responsible for any damage caused to underground services. As shown

MURRINDINDI SHIRE COUNCIL

MU114-02

SHEET 01

HZ

GENERAL CONSTRUCTION

December 2019

31

ISSUED FOR TENDER

Client

Project

SETTING OUT OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR.ALL DIMENSIONS TO BE CHECKED ON SITE.DISCREPANCIES TO BE REPORTED IMMEDIATELY TO THESUPERINTENDENT.THIS DRAWING SHALL BE READ IN CONJUNCTION WITH THESPECIFICATION.

Approved (Manager)

Date

Scales:

Drawn:

Sheets in Set:

Checked:

Drawing Number:

Letter REVISIONS DateLicensed Surveyor

Designed and Documented by

Telephone:

Email:

03 9550 1858

[email protected]

Glen Waverley VIC 3150

21-23 Aristoc Road

Waverley Business Centre

AUSTRALIA

ENGINEERS

Daniel M Ahrens

MIEAust

Member No. 2493718

Chartered Professional Engineer

RM

FO

R C

ON

TIN

UA

TIO

N S

EE

G

EN

ER

AL C

ON

ST

RU

CT

IO

N S

HE

ET

02

JCA Land Consultants

THE SUBDIVISION SPECIALISTS

Surveying Engineering Town Planning

Suite 9, 303 Maroondah Highway Ringwood Vic, Australia 3134

Phone 03 9735 4888 Email [email protected] www.jcalc.com.au

EX

TE

NT

O

F W

OR

KS

E E

SYMBOL

EXISTING DRAINAGE PIPE

DESCRIPTIONLEGEND

EXISTING OVERHEAD POWER LINE

EXISTING TELECOMMUNICATION SERVICE

EXISTING UNDERGROUND POWER LINE

S SEXISTING UNDERGROUND SEWER PIPE

PROPOSED DRAINAGE PIPE / CULVERT

PROPOSED JUNCTION PIT

PROPOSED SIDE ENTRY PIT

PROPOSED PEDESTRIAN RAMP

W WEXISTING UNDERGROUND WATER PIPE

CONCRETE SHARED PATH

PROPOSED SM2 OR SM3 KERB

EXISTING FOOTPATH TO BE REMOVED

PROPOSED SM1 KERB

SAFETY DESIGN WORKS HIGH STREET, YEA

Page 4: PO Box 138, ALEXANDRA VIC 3714€¦ · MIEAust Member No. 2493718 Chartered Professional Engineer RM JCA Land Consultants THE SUBDIVISION SPECIALISTS Surveying Engineering Town Planning

SIDE ENTRY PIT

167.14(TOP)

1

5

0

D

I

C

L

1

9

8

6

1

5

0

D

I

C

L

1

9

8

6

1

0

0

M

P

V

C

2

0

1

7

1

0

0

D

IC

L

1

9

9

6

46

6365

5254

5660

6264

6668

72

8278

7674

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

H 8

H 8

H 7.5

H 3

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

7

2

.

9

G

1

7

0

.

1

G

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

0

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

5

4

F

L

1

6

6

.

8

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

0

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

4

1

F

L

1

6

7

.

3

8

F

L1

6

7

.

3

8

F

L

1

6

6

.

9

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

7

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

5

1

6

9

.

5

G

J

U

N

C

T

I

O

N

P

I

T

1

6

7

.

0

9

(

T

O

P

)

J

U

N

C

T

I

O

N

P

I

T

1

6

6

.

8

5

(

T

O

P

)

J

U

N

C

T

I

O

N

P

I

T

1

6

6

.

8

4

(

T

O

P

)

S

I

D

E

E

N

T

R

Y

P

I

T

1

6

6

.

9

2

(

T

O

P

)

1

6

6

.

6

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

6

1

6

6

.

9

6

F

L

1

6

7

.

1

1

F

L

S

I

G

N

SIGN

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

H 8

H 12

H 10

H 12.5

H 13

H 10

H 11

H 7

H 6

H 13

H 11

H 7

H 6

H 7.5

1

7

0

.

5

G

1

6

7

.

2

1

6

7

.

0

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

9

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

0

1

6

7

.

2

0

F

L

1

7

0

.

1

G

1

6

9

.

6

G

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

9

1

6

7

.

2

1

F

L

1

6

7

.

0

7

F

L

1

6

7

.

0

6

F

L

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

7

1

6

6

.

7

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

7

1

6

6

.

9

7

F

L

S

E

W

E

R

P

I

T

1

6

6

.

8

5

(

T

O

P

)

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

S

I

G

N

S

I

G

N

S

I

G

N

SIGN

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

F

I

R

E

H

Y

F

R

A

N

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

W

A

T

E

R

S

T

O

P

V

A

L

V

E

F

I

R

E

H

Y

F

R

A

N

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

S

I

G

N

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

S

I

G

N

S

I

G

N

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

S

I

G

N

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

O

N

C

R

E

T

E

G

R

A

S

S

E

D

A

R

E

A

G

R

A

S

S

E

D

A

R

E

A

G

R

A

S

S

E

D

A

R

E

A G

R

A

S

S

E

D

A

R

E

A

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

A

N

O

P

Y

C

A

N

O

P

Y

C

A

N

O

P

Y

C

A

N

O

P

Y

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

S

I

G

N

C

A

N

O

P

Y

S

I

G

N

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

S

I

G

N

S

I

G

N

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

SIGN

SIGN

SIGN

G

R

A

S

S

E

D

N

A

T

U

R

E

S

T

R

I

P

G

R

A

S

S

E

D

N

A

T

U

R

E

S

T

R

I

P

P

E

C

H

E

L

L

S

T

R

E

E

T

P

E

C

H

E

L

L

S

T

R

E

E

T

S

T

A

T

I

O

N

S

T

R

E

E

T

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

H

I

G

H

S

T

R

E

E

T

H

I

G

H

S

T

R

E

E

T

TBM11

RIVET IN PATH

N 5880441.189

E 360106.719

RL 167.01

YEA PM 10

N 5880528.155

E 360180.978

RL 166.966

TBM02

RIVET IN PATH

N 5880460.154

E 360059.876

RL 166.98

TBM03

RIVET IN PATH

N 5880479.251

E 360114.212

RL 167.11

TBM04

RIVET IN PATH

N 5880499.518

E 360171.835

RL 167.26

S

E

P

0

1

S

E

P

0

2

S

E

P

0

3

S

E

P

0

7

S

E

P

0

8

S

E

P

0

9

S

E

P

1

0

S

E

P

1

1

S

E

P

1

2

J

B

0

5

S

E

P

2

5

(

E

)

S

E

P

2

0

(

E

)

S

E

P

2

1

(

E

)

S

E

P

2

2

(

E

)

J

B

1

1

(

E

)

J

B

0

6

S

M

2

S

M

2

S

M

2

S

M

2

S

M

2

S

M

2

SM

2

S

M

2

S

M

2

S

M

2

S

M

2

SM

2

S

M

2

S

M

2

S

M

2

S

M

2

2

.

5

2

.

5

2

.

5

2

.

5

MR06

MR0D

MR0E

MR0F

MR0G

MRF2

MRF3

MRF4

MRF5

MR03

MR04

MR05

0.00

5.00

10.00

15.00

20.00

25.00

0.00

5.00

10.00

15.00

0.00

5.00

10.00

15.00

20.00

0.00

5.00

10.00

15.00

20.00

25.00

30.00

0.00

5.00

10.00

15.00

0.00

5.0010

.00

15.00

20.00

25.00

30.00

0.00

5.00

10.0015

.00

20.00

25.00

30.00

35.00

40.00

0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

40.00

45.00

50.00

55.00

0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00 40.00

45.00

50.00

55.00

0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

40.00

45.00

50.00

55.00

0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

40.00

45.00

50.00

55.00

25.00

30.00

35.00

0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

R

0

.

3

R

2

3

.0

R

0

.

3

R

0

.

3

R

0

.

3

R

1

.

2

R

1

.

2

R

0

.

3

R

0

.

3

R

2.5

R

4

.

5

R

1

.

5

R

0

.3

R7.0

R

1

5

.

0

R

1

.

5

R

1

.

5

R

1

.

5

R

1

0

0

.0

R

1

.

5

R

0

.

3

R

1

.

5

R

6

.

0

R

5

.

0

R

1

0

0

.0

R

7

.

0

R

1

.

2

R

0

.

3

R

0

.3

R1.2

R

7

.

0

PROPERTY STORMWATER

OUTLET TO BE CONNECTED

INTO SIDE ENTRY PIT SEP01

PROPERTY STORMWATER

OUTLET TO BE CONNECTED

INTO SIDE ENTRY PIT SEP02

PROPERTY STORMWATER

OUTLET TO BE CONNECTED

INTO SIDE ENTRY PIT SEP03

PROPERTY STORMWATER

OUTLET TO BE CONNECTED

INTO SIDE ENTRY PIT SEP07

CONVERT EXISTING SIDE

ENTRY PIT TO JUNCTION PIT

RELOCATE

EXISTING SIGNS

REMOVE EXISTING PRAM

CROSSING AND REINSTATE

KERB AND CHANNEL

REMOVE EXISTING

PRAM CROSSING

PROPERTY STORMWATER OUTLET

TO BE EXTENDED WEST AS SHOWN

SERVICE PIT COVER

LEVEL TO BE ADJUSTED

REMOVE EXISTING SIDE ENTRY

PIT AND CONNECTED PIPE

REMOVE EXISTING SIDE ENTRY

PIT AND CONNECTED PIPE

REMOVE EXISTING

STOP SIGNS

RELOCATE

EXISTING SIGN

REMOVE EXISTING FOOTPATH

AND PRAM CROSSING

REMOVE EXISTING FOOTPATH

REMOVE EXISTING

PRAM CROSSING

REMOVE EXISTING

FOOTPATH

IMPORTANT!The location of underground services have been derived from available information, howeveraccuracy cannot be guaranteed. All existing service information should therefore be treated asindicative only, and service locations must be arranged prior to commencement of any excavation.The contractor will be held responsible for any damage caused to underground services. As shown

MURRINDINDI SHIRE COUNCIL

MU114-03

SHEET 02

HZ

GENERAL CONSTRUCTION

December 2019

31

ISSUED FOR TENDER

Client

Project

SETTING OUT OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR.ALL DIMENSIONS TO BE CHECKED ON SITE.DISCREPANCIES TO BE REPORTED IMMEDIATELY TO THESUPERINTENDENT.THIS DRAWING SHALL BE READ IN CONJUNCTION WITH THESPECIFICATION.

Approved (Manager)

Date

Scales:

Drawn:

Sheets in Set:

Checked:

Drawing Number:

Letter REVISIONS DateLicensed Surveyor

Designed and Documented by

Telephone:

Email:

03 9550 1858

[email protected]

Glen Waverley VIC 3150

21-23 Aristoc Road

Waverley Business Centre

AUSTRALIA

ENGINEERS

Daniel M Ahrens

MIEAust

Member No. 2493718

Chartered Professional Engineer

RM

JCA Land Consultants

THE SUBDIVISION SPECIALISTS

Surveying Engineering Town Planning

Suite 9, 303 Maroondah Highway Ringwood Vic, Australia 3134

Phone 03 9735 4888 Email [email protected] www.jcalc.com.au

FO

R C

ON

TIN

UA

TIO

N S

EE

G

EN

ER

AL C

ON

ST

RU

CT

IO

N S

HE

ET

03

FO

R C

ON

TIN

UA

TIO

N S

EE

G

EN

ER

AL C

ON

ST

RU

CT

IO

N S

HE

ET

01

E E

SYMBOL

EXISTING DRAINAGE PIPE

DESCRIPTIONLEGEND

EXISTING OVERHEAD POWER LINE

EXISTING TELECOMMUNICATION SERVICE

EXISTING UNDERGROUND POWER LINE

S SEXISTING UNDERGROUND SEWER PIPE

PROPOSED DRAINAGE PIPE / CULVERT

PROPOSED JUNCTION PIT

PROPOSED SIDE ENTRY PIT

PROPOSED PEDESTRIAN RAMP

W WEXISTING UNDERGROUND WATER PIPE

CONCRETE SHARED PATH

PROPOSED SM2 OR SM3 KERB

EXISTING FOOTPATH TO BE REMOVED

PROPOSED SM1 KERB

SAFETY DESIGN WORKS HIGH STREET, YEA

Page 5: PO Box 138, ALEXANDRA VIC 3714€¦ · MIEAust Member No. 2493718 Chartered Professional Engineer RM JCA Land Consultants THE SUBDIVISION SPECIALISTS Surveying Engineering Town Planning

1

2

5

H

D

P

E

2

0

0

9

1

0

0

A

C

1

9

6

4

1

0

0

A

C

1

9

6

4

1

0

0

A

C

1

9

6

8

33

40

3331

29

27

25

232323171719

343436

32

2624

20

18

101010101010

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

H 12

H 12

H 12

H 12

H 12

H 12

H 6

H 6

H 6

H 6

H 12

H 9

H 9.5

H 11

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

0

1

6

7

.

5

9

F

L

G

R

A

T

E

D

P

I

T

1

6

7

.

5

8

(

T

O

P

)

1

6

7

.

4

1

6

9

.

0

P

1

7

3

.

7

G

1

7

0

.

7

P

1

6

7

.

8

8

F

L

1

6

7

.

6

5

F

L

1

6

7

.

6

8

F

L

1

6

7

.

5

1

6

7

.

5

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

2

1

6

7

.

6

8

F

L

1

6

7

.

8

8

F

L

1

6

7

.

4

1

F

L

1

6

7

.

4

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

0

H 12

H 12

H 12

H 6

H 12

H 15

H 8

H 7

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

1

1

6

7

.

1

1

6

7

.

2

G

R

A

T

E

D

P

I

T

1

6

7

.

5

2

(

T

O

P

)

G

R

A

T

E

D

P

I

T

1

6

7

.

3

3

(

T

O

P

)

G

R

A

T

E

D

P

I

T

1

6

7

.

3

5

(

T

O

P

)

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

7

0

.

4

G

1

6

9

.

8

G

1

7

0

.

4

G

1

7

0

.

3

G

1

7

1

.

2

P

1

7

0

.

7

P

1

6

7

.

6

4

F

L

1

6

7

.

5

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

J

U

N

C

T

I

O

N

P

I

T

1

6

7

.

5

5

(

T

O

P

)

1

6

7

.

7

6

F

L

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

2

1

6

7

.

7

2

F

L

1

6

7

.

5

0

F

L

1

6

7

.

4

0

F

L

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

S

I

G

N

4

5

°

P

A

R

K

I

N

G

F

I

R

E

P

L

U

G

S

I

G

N

S

I

G

N

4

5

°

P

A

R

K

I

N

G

S

I

G

N

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

G

R

A

S

S

E

D

A

R

E

A

F

I

R

E

H

Y

D

R

A

N

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

S

I

G

N

S

I

G

N

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

B

I

T

U

M

E

N

C

A

R

P

A

R

K

B

I

T

U

M

E

N

C

A

R

P

A

R

K

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

G

R

A

S

S

E

D

A

R

E

A

G

R

A

S

S

E

D

A

R

E

A

G

R

A

S

S

E

D

A

R

E

A

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

F

I

R

E

H

Y

D

R

A

N

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

S

I

G

N

S

I

G

N

W

A

T

E

R

S

T

O

P

V

A

L

V

E

W

A

T

E

R

S

T

O

P

V

A

L

V

E

W

A

T

E

R

S

T

O

P

V

A

L

V

E

F

I

R

E

P

L

U

G

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

W

A

T

E

R

S

T

O

P

V

A

L

V

E

S

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

A

N

O

P

Y

C

A

N

O

P

Y

C

A

N

O

P

Y

C

A

N

O

P

Y

C

A

N

O

P

Y

B

U

S

S

H

E

L

T

E

R

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

C

A

N

O

P

Y

C

A

N

O

P

Y

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

C

A

N

O

P

Y

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

S

I

G

N

G

R

A

S

S

E

D

N

A

T

U

R

E

S

T

R

I

P

T

H

E

C

R

E

S

C

E

N

T

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

H

I

G

H

S

T

R

E

E

T

H

I

G

H

S

T

R

E

E

T

TBM09

RIVET IN PATH

N 5880570.379

E 360299.095

RL 167.51

TBM07

RIVET IN PATH

N 5880559.350

E 360268.253

RL 167.47

TBM05

RIVET IN PATH

N 5880542.048

E 360219.854

RL 167.36

TBM06

RIVET IN PATH

N 5880524.832

E 360243.884

RL 167.51

TBM08

RIVET IN PATH

N 5880543.524

E 360297.016

RL 167.50

S

E

P

0

4

S

E

P

0

6

S

E

P

0

7

J

B

0

1

J

B

0

2

J

B

0

3

J

B

0

4

S

E

P

2

3

(

E

)

S

E

P

2

4

(

E

)

SM

2

S

M

2

S

M

2

S

M

2

S

M

2

S

M

1

S

M

2

S

M

2

2

.

5

2

.

5

MR07

MR08

MR11

MR0B

MR0C

MR0D

MRF6

MRF7

MR22

0.00

5.00 10.00

15.00

0.00

5.00

10.00

15.00

20.00

25.00

0.00

5.00

0.00

5.00

10.00

15.00

0.00

5.00

10.00

15.00

20.00

5.00

0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

40.00

45.00

50.00

55.00

0.00

5.00

10.00

15.00

20.00

0.00

S

M

2

R

0

.

3

R

0

.

3

R

0

.

3

R

0

.

3

R2.5

R

1

.

5

R

1

.

5

R

1

.

5

R

1

.

5

R

4

.0

R

1

.

5

R

1

.

5

R

1

.

5

R

1

.

5

R

0

.

3

R

1

.

5

PROPERTY STORMWATER

OUTLET TO BE CONNECTED

INTO JUNCTION PIT JB01

REMOVE EXISTING FOOTPATH

AND PRAM CROSSING

EXISTING KERB AND CHANNEL TO BE RETAINED

AND CONSTRUCT SM1 KERB FOR THE KERB

OUTSTAND NEAR EXISTING KERB AND CHANNEL

IMPORTANT!The location of underground services have been derived from available information, howeveraccuracy cannot be guaranteed. All existing service information should therefore be treated asindicative only, and service locations must be arranged prior to commencement of any excavation.The contractor will be held responsible for any damage caused to underground services. As shown

MURRINDINDI SHIRE COUNCIL

MU114-04

SHEET 03

HZ

GENERAL CONSTRUCTION

December 2019

31

ISSUED FOR TENDER

Client

Project

SETTING OUT OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR.ALL DIMENSIONS TO BE CHECKED ON SITE.DISCREPANCIES TO BE REPORTED IMMEDIATELY TO THESUPERINTENDENT.THIS DRAWING SHALL BE READ IN CONJUNCTION WITH THESPECIFICATION.

Approved (Manager)

Date

Scales:

Drawn:

Sheets in Set:

Checked:

Drawing Number:

Letter REVISIONS DateLicensed Surveyor

Designed and Documented by

Telephone:

Email:

03 9550 1858

[email protected]

Glen Waverley VIC 3150

21-23 Aristoc Road

Waverley Business Centre

AUSTRALIA

ENGINEERS

Daniel M Ahrens

MIEAust

Member No. 2493718

Chartered Professional Engineer

RM

JCA Land Consultants

THE SUBDIVISION SPECIALISTS

Surveying Engineering Town Planning

Suite 9, 303 Maroondah Highway Ringwood Vic, Australia 3134

Phone 03 9735 4888 Email [email protected] www.jcalc.com.au

FO

R C

ON

TIN

UA

TIO

N S

EE

G

EN

ER

AL C

ON

ST

RU

CT

IO

N S

HE

ET

04

FO

R C

ON

TIN

UA

TIO

N S

EE

G

EN

ER

AL C

ON

ST

RU

CT

IO

N S

HE

ET

02

E E

SYMBOL

EXISTING DRAINAGE PIPE

DESCRIPTIONLEGEND

EXISTING OVERHEAD POWER LINE

EXISTING TELECOMMUNICATION SERVICE

EXISTING UNDERGROUND POWER LINE

S SEXISTING UNDERGROUND SEWER PIPE

PROPOSED DRAINAGE PIPE / CULVERT

PROPOSED JUNCTION PIT

PROPOSED SIDE ENTRY PIT

PROPOSED PEDESTRIAN RAMP

W WEXISTING UNDERGROUND WATER PIPE

CONCRETE SHARED PATH

PROPOSED SM2 OR SM3 KERB

EXISTING FOOTPATH TO BE REMOVED

PROPOSED SM1 KERB

SAFETY DESIGN WORKS HIGH STREET, YEA

Page 6: PO Box 138, ALEXANDRA VIC 3714€¦ · MIEAust Member No. 2493718 Chartered Professional Engineer RM JCA Land Consultants THE SUBDIVISION SPECIALISTS Surveying Engineering Town Planning

1

2

5

H

D

P

E

2

0

0

9

1

0

0

A

C

1

9

5

6

1

0

0

A

C

1

9

6

8

293

3

335

7

171719

15

13

11

9

2

1

29

3

2

1

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

H 12

H 12

H 6

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

7

1

6

6

.

7

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

0

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

0

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

8

1

6

7

.

1

7

F

L

1

6

7

.

6

1

F

L

1

6

7

.

6

1

F

L

1

6

7

.

5

9

F

L

H 12

H 12

H 12

H 12

H 12

H 12

H 6

H 6

J

U

N

C

T

I

O

N

P

I

T

1

6

6

.

9

4

(

T

O

P

)

SEWER PIT

166.96(TOP)

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

SIDE ENTRY PIT

167.18(TOP)

4

5

°

P

A

R

K

I

N

G

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

F

I

R

E

H

Y

D

R

A

N

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

G

R

A

S

S

E

D

A

R

E

A

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

S

I

G

N

S

I

G

N

S

I

G

N

F

I

R

E

P

L

U

G

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

S

I

G

N

S

IG

N

S

I

G

N

S

I

G

N

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

S

I

G

N

S

I

G

N

S

I

G

N

S

I

G

N

S

I

G

N

C

O

N

C

R

E

T

E

C

O

N

C

R

E

T

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

H

O

O

D

S

T

R

E

E

T

W

H

A

T

T

O

N

P

L

A

C

E

H

I

G

H

S

T

R

E

E

T

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

H

IG

H

S

T

R

E

E

T

TBM10

RIVET IN PATH

N 5880567.388

E 360458.705

RL 166.97

YEA PM 11

N 5880617.124

E 360429.845

RL 166.830

S

E

P

0

5

S

E

P

2

3

(

E

)

J

B

1

0

(

E

)

S

M

2

S

M

2

S

M

1

MR09

MR0A

MR21

0.00

5.00

10.00

15.00

20.00

25.00

30.00

0.00

5.0010.00

15.00 0.00

5.00

R

2

.

5

R

5

.

0

R

1

.5

R

1

.5

EXISTING KERB AND CHANNEL TO BE RETAINED

AND CONSTRUCT SM1 KERB FOR THE KERB

OUTSTAND NEAR EXISTING KERB AND CHANNEL

IMPORTANT!The location of underground services have been derived from available information, howeveraccuracy cannot be guaranteed. All existing service information should therefore be treated asindicative only, and service locations must be arranged prior to commencement of any excavation.The contractor will be held responsible for any damage caused to underground services. As shown

MURRINDINDI SHIRE COUNCIL

MU114-05

SHEET 04

HZ

GENERAL CONSTRUCTION

December 2019

31

ISSUED FOR TENDER

Client

Project

SETTING OUT OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR.ALL DIMENSIONS TO BE CHECKED ON SITE.DISCREPANCIES TO BE REPORTED IMMEDIATELY TO THESUPERINTENDENT.THIS DRAWING SHALL BE READ IN CONJUNCTION WITH THESPECIFICATION.

Approved (Manager)

Date

Scales:

Drawn:

Sheets in Set:

Checked:

Drawing Number:

Letter REVISIONS DateLicensed Surveyor

Designed and Documented by

Telephone:

Email:

03 9550 1858

[email protected]

Glen Waverley VIC 3150

21-23 Aristoc Road

Waverley Business Centre

AUSTRALIA

ENGINEERS

Daniel M Ahrens

MIEAust

Member No. 2493718

Chartered Professional Engineer

RM

JCA Land Consultants

THE SUBDIVISION SPECIALISTS

Surveying Engineering Town Planning

Suite 9, 303 Maroondah Highway Ringwood Vic, Australia 3134

Phone 03 9735 4888 Email [email protected] www.jcalc.com.au

FO

R C

ON

TIN

UA

TIO

N S

EE

G

EN

ER

AL C

ON

ST

RU

CT

IO

N S

HE

ET

03

E E

SYMBOL

EXISTING DRAINAGE PIPE

DESCRIPTIONLEGEND

EXISTING OVERHEAD POWER LINE

EXISTING TELECOMMUNICATION SERVICE

EXISTING UNDERGROUND POWER LINE

S SEXISTING UNDERGROUND SEWER PIPE

PROPOSED DRAINAGE PIPE / CULVERT

PROPOSED JUNCTION PIT

PROPOSED SIDE ENTRY PIT

PROPOSED PEDESTRIAN RAMP

W WEXISTING UNDERGROUND WATER PIPE

CONCRETE SHARED PATH

PROPOSED SM2 OR SM3 KERB

EXISTING FOOTPATH TO BE REMOVED

PROPOSED SM1 KERB

EX

TE

NT

O

F W

OR

KS

SAFETY DESIGN WORKS HIGH STREET, YEA

Page 7: PO Box 138, ALEXANDRA VIC 3714€¦ · MIEAust Member No. 2493718 Chartered Professional Engineer RM JCA Land Consultants THE SUBDIVISION SPECIALISTS Surveying Engineering Town Planning

4

.

6

3

.9

3

.

5

105

101

108

106

104

102

98

969294

881

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

H 10.5

H 10.5

H 10

H 6

H 7

H 4

1

6

6

.

6

1

6

6

.

9

6

F

L

1

6

9

.

9

G

1

6

7

.

5

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

D

G

E

O

F

B

I

T

U

M

E

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

H 10.5

H 10.5

H 10.5

H 10.5

H 4

H 4

H 4

1

7

0

.

6

G

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

1

4

F

L

S

E

W

E

R

P

I

T

1

6

7

.

4

7

(

T

O

P

)

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

GRATED PIT

167.19(TOP)

SEWER PIT

167.21(TOP)

E

L

E

C

T

R

I

C

I

T

Y

P

I

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

S

I

G

N

FLOOD LIGHT

SIGN

S

I

G

N

G

R

A

S

S

E

D

N

A

T

U

R

E

S

T

R

I

P

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

S

IG

N

F

I

R

E

P

L

U

G

G

R

A

S

S

E

D

N

A

T

U

R

E

S

T

R

I

P

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

W

A

T

E

R

S

T

O

P

V

A

L

V

E

W

A

T

E

R

S

T

O

P

V

A

L

V

E

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

F

I

R

E

P

L

U

G

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

S

I

G

N

F

I

R

E

H

Y

D

R

A

N

T

S

I

G

N

S

I

G

N

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

B

I

T

U

M

E

N

C

A

R

P

A

R

K

B

I

T

U

M

E

N

C

A

R

P

A

R

K

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

G

R

A

S

S

E

D

A

R

E

A

S

I

G

N

S

I

G

N

S

I

G

N

G

R

A

S

S

E

D

N

A

T

U

R

E

S

T

R

I

P

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

TRAFFIC ISLAND

T

R

A

F

F

IC

IS

L

A

N

D

TRAFFIC ISLAND

E

D

G

E

O

F

B

I

T

U

M

E

N

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

A

N

O

P

Y

C

A

N

O

P

Y

C

A

N

O

P

Y

C

A

N

O

P

Y

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

B

O

L

L

A

R

D

W

I

T

H

L

I

G

H

T

C

O

N

C

R

E

T

E

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

R

O

S

S

I

N

G

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

I

S

L

A

N

D

G

I

F

F

A

R

D

S

T

R

E

E

T

M

E

L

B

O

U

R

N

E

R

O

A

D

2

.

9

5

.

1

3

.

6

3

.

8

2

.

9

5

.

1

3

.

6

3

.

8

H

I

G

H

S

T

R

E

E

T

H

I

G

H

S

T

R

E

E

T

#4

#4

#4

#2

60º ANGLE PARKING

#4

#11

1

.

5

1

.

5

1

.

5

1

.5

5

.

4

#30

#22#31

#23#30

P

ONLY

P

ONLY

2P

ANGLE

2P

ANGLE

P

PARALLEL

P

PARALLEL

P

ANGLE

P

ANGLE

ZONEBUS

ZONEBUS

AM

1/2P9 5

SAT

9 12AM

00NOON

MON - FRI

PM

AM

1/2P9 5

SAT

9 12AM

00NOON

MON - FRI

PM

As shown

MURRINDINDI SHIRE COUNCIL

MU114-15

SHEET 01

HZ

TRAFFIC CONTROL

December 2019

31

ISSUED FOR TENDER

Client

Project

SETTING OUT OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR.ALL DIMENSIONS TO BE CHECKED ON SITE.DISCREPANCIES TO BE REPORTED IMMEDIATELY TO THESUPERINTENDENT.THIS DRAWING SHALL BE READ IN CONJUNCTION WITH THESPECIFICATION.

Approved (Manager)

Date

Scales:

Drawn:

Sheets in Set:

Checked:

Drawing Number:

Letter REVISIONS DateLicensed Surveyor

Designed and Documented by

Telephone:

Email:

03 9550 1858

[email protected]

Glen Waverley VIC 3150

21-23 Aristoc Road

Waverley Business Centre

AUSTRALIA

ENGINEERS

Daniel M Ahrens

MIEAust

Member No. 2493718

Chartered Professional Engineer

RM

FO

R C

ON

TIN

UA

TIO

N S

EE

T

RA

FF

IC

C

ON

TR

OL S

HE

ET

02

JCA Land Consultants

THE SUBDIVISION SPECIALISTS

Surveying Engineering Town Planning

Suite 9, 303 Maroondah Highway Ringwood Vic, Australia 3134

Phone 03 9735 4888 Email [email protected] www.jcalc.com.au

SYMBOL DESCRIPTIONLEGEND

CONTINUITY LINE 100mm WIDE

PROPOSED SM2 OR SM3 KERB

UNBROKEN PAINTED LINE 100mm WIDE

BUS STOP LINE MARKING

GIVE WAY HOLDING LINE 0.6m x 0.6m GAP

300mm WIDE THEN 150mm WIDE

PROPOSED SM1 KERB

GENERAL NOTES:

1. ALL LANE DIMENSIONS QUOTED ARE TO THE CENTRE OF LINE

MARKING OR INVERT OF KERB.

2. LINE MARK AS SHOWN AND REMOVE REDUNDANT LINE MARKING.

3. INSTALL SIGNS AS SHOWN.

4. UPDATE PARKING SIGNS ACCORDINGLY IF REQUIRED.

SAFETY DESIGN WORKS HIGH STREET, YEA

Page 8: PO Box 138, ALEXANDRA VIC 3714€¦ · MIEAust Member No. 2493718 Chartered Professional Engineer RM JCA Land Consultants THE SUBDIVISION SPECIALISTS Surveying Engineering Town Planning

SIDE ENTRY PIT

167.14(TOP)

3

.

6

3

.

6

46

6365

5254

5660

6264

6668

72

8278

7674

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

H 8

H 8

H 7.5

H 3

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

7

2

.

9

G

1

7

0

.

1

G

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

0

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

5

4

F

L

1

6

6

.

8

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

0

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

4

1

F

L

1

6

7

.

3

8

F

L1

6

7

.

3

8

F

L

1

6

6

.

9

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

7

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

5

1

6

9

.

5

G

J

U

N

C

T

I

O

N

P

I

T

1

6

7

.

0

9

(

T

O

P

)

J

U

N

C

T

I

O

N

P

I

T

1

6

6

.

8

5

(

T

O

P

)

J

U

N

C

T

I

O

N

P

I

T

1

6

6

.

8

4

(

T

O

P

)

S

I

D

E

E

N

T

R

Y

P

I

T

1

6

6

.

9

2

(

T

O

P

)

1

6

6

.

6

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

6

1

6

6

.

9

6

F

L

1

6

7

.

1

1

F

L

S

I

G

N

SIGN

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

H 8

H 12

H 10

H 12.5

H 13

H 10

H 11

H 7

H 6

H 13

H 11

H 7

H 6

H 7.5

1

7

0

.

5

G

1

6

7

.

2

1

6

7

.

0

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

9

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

0

1

6

7

.

2

0

F

L

1

7

0

.

1

G

1

6

9

.

6

G

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

9

1

6

7

.

2

1

F

L

1

6

7

.

0

7

F

L

1

6

7

.

0

6

F

L

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

7

1

6

6

.

7

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

7

1

6

6

.

9

7

F

L

S

E

W

E

R

P

I

T

1

6

6

.

8

5

(

T

O

P

)

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

S

I

G

N

S

I

G

N

S

I

G

N

SIGN

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

F

I

R

E

H

Y

F

R

A

N

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

W

A

T

E

R

S

T

O

P

V

A

L

V

E

F

I

R

E

H

Y

F

R

A

N

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

S

I

G

N

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

S

I

G

N

S

I

G

N

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

S

I

G

N

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

O

N

C

R

E

T

E

G

R

A

S

S

E

D

A

R

E

A

G

R

A

S

S

E

D

A

R

E

A

G

R

A

S

S

E

D

A

R

E

A G

R

A

S

S

E

D

A

R

E

A

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

A

N

O

P

Y

C

A

N

O

P

Y

C

A

N

O

P

Y

C

A

N

O

P

Y

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

S

I

G

N

C

A

N

O

P

Y

S

I

G

N

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

S

I

G

N

S

I

G

N

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

SIGN

SIGN

SIGN

G

R

A

S

S

E

D

N

A

T

U

R

E

S

T

R

I

P

G

R

A

S

S

E

D

N

A

T

U

R

E

S

T

R

I

P

P

E

C

H

E

L

L

S

T

R

E

E

T

P

E

C

H

E

L

L

S

T

R

E

E

T

S

T

A

T

I

O

N

S

T

R

E

E

T

6

.

5

6

.

2

6

.

2

6

.

5

2

.

3

H

I

G

H

S

T

R

E

E

T

H

I

G

H

S

T

R

E

E

T

2

.

9

5

.

1

3

.

6

3

.

7

3

.

7

3

.

7

3

.

5

3

.

7

#4

#4

#4

#4

#4

#4

#4

#4

#2

#2

#11

#21

#21

#2

60º ANGLE PARKING

UPGRADE EXISTING ANGLE PARKING

TO PARALLEL PARKING

REINSTATE PARALLEL

PARKING LINEMARKING

1

.

5

1

.

5

1

.

5

1

.

5

1

.

5

#25

#23#24

#22#25

#24

#26

#31

#30

#29

#28

#27

#4

1

.

5

1

.

5

1

.

5

P

ONLY

P

ONLY

2P

ANGLE

2P

ANGLE

P

PARALLEL

P

PARALLEL

P

ANGLE

P

ANGLE

ZONEBUS

ZONEBUS

AM

1/2P9 5

SAT

9 12AM

00NOON

MON - FRI

PM

AM

1/2P9 5

SAT

9 12AM

00NOON

MON - FRI

PM

As shown

MURRINDINDI SHIRE COUNCIL

MU114-16

SHEET 02

HZ

TRAFFIC CONTROL

December 2019

31

ISSUED FOR TENDER

Client

Project

SETTING OUT OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR.ALL DIMENSIONS TO BE CHECKED ON SITE.DISCREPANCIES TO BE REPORTED IMMEDIATELY TO THESUPERINTENDENT.THIS DRAWING SHALL BE READ IN CONJUNCTION WITH THESPECIFICATION.

Approved (Manager)

Date

Scales:

Drawn:

Sheets in Set:

Checked:

Drawing Number:

Letter REVISIONS DateLicensed Surveyor

Designed and Documented by

Telephone:

Email:

03 9550 1858

[email protected]

Glen Waverley VIC 3150

21-23 Aristoc Road

Waverley Business Centre

AUSTRALIA

ENGINEERS

Daniel M Ahrens

MIEAust

Member No. 2493718

Chartered Professional Engineer

RM

JCA Land Consultants

THE SUBDIVISION SPECIALISTS

Surveying Engineering Town Planning

Suite 9, 303 Maroondah Highway Ringwood Vic, Australia 3134

Phone 03 9735 4888 Email [email protected] www.jcalc.com.au

FO

R C

ON

TIN

UA

TIO

N S

EE

T

RA

FF

IC

C

ON

TR

OL S

HE

ET

03

FO

R C

ON

TIN

UA

TIO

N S

EE

T

RA

FF

IC

C

ON

TR

OL S

HE

ET

01

SYMBOL DESCRIPTIONLEGEND

CONTINUITY LINE 100mm WIDE

PROPOSED SM2 OR SM3 KERB

UNBROKEN PAINTED LINE 100mm WIDE

BUS STOP LINE MARKING

GIVE WAY HOLDING LINE 0.6m x 0.6m GAP

300mm WIDE THEN 150mm WIDE

PROPOSED SM1 KERB

GENERAL NOTES:

1. ALL LANE DIMENSIONS QUOTED ARE TO THE CENTRE OF LINE

MARKING OR INVERT OF KERB.

2. LINE MARK AS SHOWN AND REMOVE REDUNDANT LINE MARKING.

3. INSTALL SIGNS AS SHOWN.

4. UPDATE PARKING SIGNS ACCORDINGLY IF REQUIRED.

SAFETY DESIGN WORKS HIGH STREET, YEA

Page 9: PO Box 138, ALEXANDRA VIC 3714€¦ · MIEAust Member No. 2493718 Chartered Professional Engineer RM JCA Land Consultants THE SUBDIVISION SPECIALISTS Surveying Engineering Town Planning

3

.

5

3

.

8

3

.

7

33

40

3331

29

27

25

232323171719

343436

32

2624

20

18

101010101010

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

H 12

H 12

H 12

H 12

H 12

H 12

H 6

H 6

H 6

H 6

H 12

H 9

H 9.5

H 11

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

0

1

6

7

.

5

9

F

L

G

R

A

T

E

D

P

I

T

1

6

7

.

5

8

(

T

O

P

)

1

6

7

.

4

1

6

9

.

0

P

1

7

3

.

7

G

1

7

0

.

7

P

1

6

7

.

8

8

F

L

1

6

7

.

6

5

F

L

1

6

7

.

6

8

F

L

1

6

7

.

5

1

6

7

.

5

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

2

1

6

7

.

6

8

F

L

1

6

7

.

8

8

F

L

1

6

7

.

4

1

F

L

1

6

7

.

4

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

0

H 12

H 12

H 12

H 6

H 12

H 15

H 8

H 7

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

1

1

6

7

.

1

1

6

7

.

2

G

R

A

T

E

D

P

I

T

1

6

7

.

5

2

(

T

O

P

)

G

R

A

T

E

D

P

I

T

1

6

7

.

3

3

(

T

O

P

)

G

R

A

T

E

D

P

I

T

1

6

7

.

3

5

(

T

O

P

)

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

7

0

.

4

G

1

6

9

.

8

G

1

7

0

.

4

G

1

7

0

.

3

G

1

7

1

.

2

P

1

7

0

.

7

P

1

6

7

.

6

4

F

L

1

6

7

.

5

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

J

U

N

C

T

I

O

N

P

I

T

1

6

7

.

5

5

(

T

O

P

)

1

6

7

.

7

6

F

L

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

2

1

6

7

.

7

2

F

L

1

6

7

.

5

0

F

L

1

6

7

.

4

0

F

L

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

S

I

G

N

4

5

°

P

A

R

K

I

N

G

F

I

R

E

P

L

U

G

S

I

G

N

S

I

G

N

4

5

°

P

A

R

K

I

N

G

S

I

G

N

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

G

R

A

S

S

E

D

A

R

E

A

F

I

R

E

H

Y

D

R

A

N

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

S

I

G

N

S

I

G

N

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

B

I

T

U

M

E

N

C

A

R

P

A

R

K

B

I

T

U

M

E

N

C

A

R

P

A

R

K

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

G

R

A

S

S

E

D

A

R

E

A

G

R

A

S

S

E

D

A

R

E

A

G

R

A

S

S

E

D

A

R

E

A

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

F

I

R

E

H

Y

D

R

A

N

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

S

I

G

N

S

I

G

N

W

A

T

E

R

S

T

O

P

V

A

L

V

E

W

A

T

E

R

S

T

O

P

V

A

L

V

E

W

A

T

E

R

S

T

O

P

V

A

L

V

E

F

I

R

E

P

L

U

G

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

W

A

T

E

R

S

T

O

P

V

A

L

V

E

S

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

A

N

O

P

Y

C

A

N

O

P

Y

C

A

N

O

P

Y

C

A

N

O

P

Y

C

A

N

O

P

Y

B

U

S

S

H

E

L

T

E

R

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

C

A

N

O

P

Y

C

A

N

O

P

Y

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

C

A

N

O

P

Y

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

S

I

G

N

G

R

A

S

S

E

D

N

A

T

U

R

E

S

T

R

I

P

T

H

E

C

R

E

S

C

E

N

T

6

.

5

6

.

2

6

.

2

6

.

5

2

.

3

2

.

9

5

.

1

3

.

0

3

.

8

2

.

9

5

.

1

2

.

8

3

.

6

2

.

9

2

.

8

3

.

5

5

.

1

3

.

5

2

.

9

H

I

G

H

S

T

R

E

E

T

H

I

G

H

S

T

R

E

E

T

#4

#4

#4

#4

3

.

5

60º ANGLE PARKING

60º ANGLE PARKING

60º ANGLE PARKING

UPGRADE EXISTING ANGLE PARKING

TO PARALLEL PARKING

1

.

5

1

.

5

1

.

5

#31#32

#33

#26

#22#27

#23#26

#34

#29

#28 #35

1

.

5

1

.

5

P

ONLY

P

ONLY

2P

ANGLE

2P

ANGLE

P

PARALLEL

P

PARALLEL

P

ANGLE

P

ANGLE

ZONEBUS

ZONEBUS

AM

1/2P9 5

SAT

9 12AM

00NOON

MON - FRI

PM

AM

1/2P9 5

SAT

9 12AM

00NOON

MON - FRI

PM

As shown

MURRINDINDI SHIRE COUNCIL

MU114-17

SHEET 03

HZ

TRAFFIC CONTROL

December 2019

31

ISSUED FOR TENDER

Client

Project

SETTING OUT OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR.ALL DIMENSIONS TO BE CHECKED ON SITE.DISCREPANCIES TO BE REPORTED IMMEDIATELY TO THESUPERINTENDENT.THIS DRAWING SHALL BE READ IN CONJUNCTION WITH THESPECIFICATION.

Approved (Manager)

Date

Scales:

Drawn:

Sheets in Set:

Checked:

Drawing Number:

Letter REVISIONS DateLicensed Surveyor

Designed and Documented by

Telephone:

Email:

03 9550 1858

[email protected]

Glen Waverley VIC 3150

21-23 Aristoc Road

Waverley Business Centre

AUSTRALIA

ENGINEERS

Daniel M Ahrens

MIEAust

Member No. 2493718

Chartered Professional Engineer

RM

JCA Land Consultants

THE SUBDIVISION SPECIALISTS

Surveying Engineering Town Planning

Suite 9, 303 Maroondah Highway Ringwood Vic, Australia 3134

Phone 03 9735 4888 Email [email protected] www.jcalc.com.au

FO

R C

ON

TIN

UA

TIO

N S

EE

T

RA

FF

IC

C

ON

TR

OL S

HE

ET

04

FO

R C

ON

TIN

UA

TIO

N S

EE

T

RA

FF

IC

C

ON

TR

OL S

HE

ET

02

SYMBOL DESCRIPTIONLEGEND

CONTINUITY LINE 100mm WIDE

PROPOSED SM2 OR SM3 KERB

UNBROKEN PAINTED LINE 100mm WIDE

BUS STOP LINE MARKING

GIVE WAY HOLDING LINE 0.6m x 0.6m GAP

300mm WIDE THEN 150mm WIDE

PROPOSED SM1 KERB

GENERAL NOTES:

1. ALL LANE DIMENSIONS QUOTED ARE TO THE CENTRE OF LINE

MARKING OR INVERT OF KERB.

2. LINE MARK AS SHOWN AND REMOVE REDUNDANT LINE MARKING.

3. INSTALL SIGNS AS SHOWN.

4. UPDATE PARKING SIGNS ACCORDINGLY IF REQUIRED.

SAFETY DESIGN WORKS HIGH STREET, YEA

Page 10: PO Box 138, ALEXANDRA VIC 3714€¦ · MIEAust Member No. 2493718 Chartered Professional Engineer RM JCA Land Consultants THE SUBDIVISION SPECIALISTS Surveying Engineering Town Planning

3

.

8

5

.

1

293

3

335

7

171719

15

13

11

9

2

1

29

3

2

1

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

H 12

H 12

H 6

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

7

1

6

6

.

7

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

0

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

0

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

8

1

6

7

.

1

7

F

L

1

6

7

.

6

1

F

L

1

6

7

.

6

1

F

L

1

6

7

.

5

9

F

L

H 12

H 12

H 12

H 12

H 12

H 12

H 6

H 6

J

U

N

C

T

I

O

N

P

I

T

1

6

6

.

9

4

(

T

O

P

)

SEWER PIT

166.96(TOP)

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

SIDE ENTRY PIT

167.18(TOP)

4

5

°

P

A

R

K

I

N

G

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

F

I

R

E

H

Y

D

R

A

N

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

G

R

A

S

S

E

D

A

R

E

A

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

S

I

G

N

S

I

G

N

S

I

G

N

F

I

R

E

P

L

U

G

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

S

I

G

N

S

IG

N

S

I

G

N

S

I

G

N

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

S

I

G

N

S

I

G

N

S

I

G

N

S

I

G

N

S

I

G

N

C

O

N

C

R

E

T

E

C

O

N

C

R

E

T

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

H

O

O

D

S

T

R

E

E

T

W

H

A

T

T

O

N

P

L

A

C

E

H

I

G

H

S

T

R

E

E

T

2

.

8

3

.

5

5

.

1

2

.

8

3

.

6

2

.

9

2

.

9

5

.

1

2

.

8

H

IG

H

S

T

R

E

E

T

#4

#2

#4

60º ANGLE PARKING

#20

1

.

5

1

.5

#22#27

#23#26

#22#27

#23#26

#27

3

.

6

1

.

5

1

.

5

#2

P

ONLY

P

ONLY

2P

ANGLE

2P

ANGLE

P

PARALLEL

P

PARALLEL

P

ANGLE

P

ANGLE

ZONEBUS

ZONEBUS

AM

1/2P9 5

SAT

9 12AM

00NOON

MON - FRI

PM

AM

1/2P9 5

SAT

9 12AM

00NOON

MON - FRI

PM

As shown

MURRINDINDI SHIRE COUNCIL

MU114-18

SHEET 04

HZ

TRAFFIC CONTROL

December 2019

31

ISSUED FOR TENDER

Client

Project

SETTING OUT OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR.ALL DIMENSIONS TO BE CHECKED ON SITE.DISCREPANCIES TO BE REPORTED IMMEDIATELY TO THESUPERINTENDENT.THIS DRAWING SHALL BE READ IN CONJUNCTION WITH THESPECIFICATION.

Approved (Manager)

Date

Scales:

Drawn:

Sheets in Set:

Checked:

Drawing Number:

Letter REVISIONS DateLicensed Surveyor

Designed and Documented by

Telephone:

Email:

03 9550 1858

[email protected]

Glen Waverley VIC 3150

21-23 Aristoc Road

Waverley Business Centre

AUSTRALIA

ENGINEERS

Daniel M Ahrens

MIEAust

Member No. 2493718

Chartered Professional Engineer

RM

JCA Land Consultants

THE SUBDIVISION SPECIALISTS

Surveying Engineering Town Planning

Suite 9, 303 Maroondah Highway Ringwood Vic, Australia 3134

Phone 03 9735 4888 Email [email protected] www.jcalc.com.au

FO

R C

ON

TIN

UA

TIO

N S

EE

T

RA

FF

IC

C

ON

TR

OL S

HE

ET

03

SYMBOL DESCRIPTIONLEGEND

CONTINUITY LINE 100mm WIDE

PROPOSED SM2 OR SM3 KERB

UNBROKEN PAINTED LINE 100mm WIDE

BUS STOP LINE MARKING

GIVE WAY HOLDING LINE 0.6m x 0.6m GAP

300mm WIDE THEN 150mm WIDE

PROPOSED SM1 KERB

GENERAL NOTES:

1. ALL LANE DIMENSIONS QUOTED ARE TO THE CENTRE OF LINE

MARKING OR INVERT OF KERB.

2. LINE MARK AS SHOWN AND REMOVE REDUNDANT LINE MARKING.

3. INSTALL SIGNS AS SHOWN.

4. UPDATE PARKING SIGNS ACCORDINGLY IF REQUIRED.

SAFETY DESIGN WORKS HIGH STREET, YEA

Page 11: PO Box 138, ALEXANDRA VIC 3714€¦ · MIEAust Member No. 2493718 Chartered Professional Engineer RM JCA Land Consultants THE SUBDIVISION SPECIALISTS Surveying Engineering Town Planning

4

.

6

3

.9

3

.

5

167.15

167.4

516

7.50

167.50

167.50

167.55

167.55

167.60

167.6

0

167.60

167.60

167.6

0

167.60167.60

167.6

0

167.65

167.70167.70

167.85

167.85

167.85

167.90

167.90

167.90

167.90

167.90

167.95

167.95

167.95

167.95

167.95

167.95

167.95

168.00

168.00

168.00

168.00

168.00

168.05

168.05

167.65

167.65167.65

167.65

167.2

0

167.25

167.75167.75

167.80

167.50167.55

167.6

5

167.70

167.70

105

101

108

106

104

102

98

969294

881

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

H 10.5

H 10.5

H 10

H 6

H 7

H 4

1

6

6

.

6

1

6

6

.

9

6

F

L

1

6

9

.

9

G

1

6

7

.

5

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

D

G

E

O

F

B

I

T

U

M

E

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

H 10.5

H 10.5

H 10.5

H 10.5

H 4

H 4

H 4

1

7

0

.

6

G

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

1

4

F

L

S

E

W

E

R

P

I

T

1

6

7

.

4

7

(

T

O

P

)

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

GRATED PIT

167.19(TOP)

SEWER PIT

167.21(TOP)

E

L

E

C

T

R

I

C

I

T

Y

P

I

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

S

I

G

N

FLOOD LIGHT

SIGN

S

I

G

N

G

R

A

S

S

E

D

N

A

T

U

R

E

S

T

R

I

P

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

S

IG

N

F

I

R

E

P

L

U

G

G

R

A

S

S

E

D

N

A

T

U

R

E

S

T

R

I

P

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

W

A

T

E

R

S

T

O

P

V

A

L

V

E

W

A

T

E

R

S

T

O

P

V

A

L

V

E

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

F

I

R

E

P

L

U

G

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

S

I

G

N

F

I

R

E

H

Y

D

R

A

N

T

S

I

G

N

S

I

G

N

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

B

I

T

U

M

E

N

C

A

R

P

A

R

K

B

I

T

U

M

E

N

C

A

R

P

A

R

K

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

G

R

A

S

S

E

D

A

R

E

A

S

I

G

N

S

I

G

N

S

I

G

N

G

R

A

S

S

E

D

N

A

T

U

R

E

S

T

R

I

P

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

TRAFFIC ISLAND

T

R

A

F

F

IC

IS

L

A

N

D

TRAFFIC ISLAND

E

D

G

E

O

F

B

I

T

U

M

E

N

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

A

N

O

P

Y

C

A

N

O

P

Y

C

A

N

O

P

Y

C

A

N

O

P

Y

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

B

O

L

L

A

R

D

W

I

T

H

L

I

G

H

T

C

O

N

C

R

E

T

E

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

R

O

S

S

I

N

G

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

I

S

L

A

N

D

G

I

F

F

A

R

D

S

T

R

E

E

T

M

E

L

B

O

U

R

N

E

R

O

A

D

2

.

9

5

.

1

3

.

6

3

.

8

2

.

9

5

.

1

3

.

6

3

.

8

H

I

G

H

S

T

R

E

E

T

H

I

G

H

S

T

R

E

E

T

#4

#4

#4

#2

60º ANGLE PARKING

#4

#11

1

.

5

1

.

5

1

.

5

1

.5

5

.

4

#30

#22#31

#23#30

As shown

MURRINDINDI SHIRE COUNCIL

MU114-19

SHEET 01

HZ

FINAL SURFACE CONTOURS

December 2019

31

ISSUED FOR TENDER

Client

Project

SETTING OUT OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR.ALL DIMENSIONS TO BE CHECKED ON SITE.DISCREPANCIES TO BE REPORTED IMMEDIATELY TO THESUPERINTENDENT.THIS DRAWING SHALL BE READ IN CONJUNCTION WITH THESPECIFICATION.

Approved (Manager)

Date

Scales:

Drawn:

Sheets in Set:

Checked:

Drawing Number:

Letter REVISIONS DateLicensed Surveyor

Designed and Documented by

Telephone:

Email:

03 9550 1858

[email protected]

Glen Waverley VIC 3150

21-23 Aristoc Road

Waverley Business Centre

AUSTRALIA

ENGINEERS

Daniel M Ahrens

MIEAust

Member No. 2493718

Chartered Professional Engineer

RM

FO

R C

ON

TIN

UA

TIO

N S

EE

F

IN

AL S

UR

FA

CE

C

ON

TO

UR

S S

HE

ET

02

JCA Land Consultants

THE SUBDIVISION SPECIALISTS

Surveying Engineering Town Planning

Suite 9, 303 Maroondah Highway Ringwood Vic, Australia 3134

Phone 03 9735 4888 Email [email protected] www.jcalc.com.au

SAFETY DESIGN WORKS HIGH STREET, YEA

Page 12: PO Box 138, ALEXANDRA VIC 3714€¦ · MIEAust Member No. 2493718 Chartered Professional Engineer RM JCA Land Consultants THE SUBDIVISION SPECIALISTS Surveying Engineering Town Planning

SIDE ENTRY PIT

167.14(TOP)

3

.

6

3

.

6

166.7

0

166.70

166.70

167.05

167.05

167.05

167.05

167.05

167.05

166.90166.95167.00167.05

167.05

167.10

167.10

167.15

167.15

167.15

167.15

167.15

167.20

167.35

167.2

5

167.30

167.30

167.35

167.35

166.75

166.75166.75

166.80

167.10

167.1

0

166.80

167.15

167.1

5

167.15

167.20

167.2

0

167.20

167.20

167.40

167.40

167.45

167.45

167.45

167.20

167.2

0

167.25

167.25

167.10

167.10

167.50

167.50

167.10167.10

167.10

167.10

167.10

167.15

167.15

167.15

167.15

46

6365

5254

5660

6264

6668

72

8278

7674

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

H 8

H 8

H 7.5

H 3

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

7

2

.

9

G

1

7

0

.

1

G

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

0

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

5

4

F

L

1

6

6

.

8

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

0

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

4

1

F

L

1

6

7

.

3

8

F

L1

6

7

.

3

8

F

L

1

6

6

.

9

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

7

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

5

1

6

9

.

5

G

J

U

N

C

T

I

O

N

P

I

T

1

6

7

.

0

9

(

T

O

P

)

J

U

N

C

T

I

O

N

P

I

T

1

6

6

.

8

5

(

T

O

P

)

J

U

N

C

T

I

O

N

P

I

T

1

6

6

.

8

4

(

T

O

P

)

S

I

D

E

E

N

T

R

Y

P

I

T

1

6

6

.

9

2

(

T

O

P

)

1

6

6

.

6

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

6

1

6

6

.

9

6

F

L

1

6

7

.

1

1

F

L

S

I

G

N

SIGN

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

H 8

H 12

H 10

H 12.5

H 13

H 10

H 11

H 7

H 6

H 13

H 11

H 7

H 6

H 7.5

1

7

0

.

5

G

1

6

7

.

2

1

6

7

.

0

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

9

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

0

1

6

7

.

2

0

F

L

1

7

0

.

1

G

1

6

9

.

6

G

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

9

1

6

7

.

2

1

F

L

1

6

7

.

0

7

F

L

1

6

7

.

0

6

F

L

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

7

1

6

6

.

7

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

7

1

6

6

.

9

7

F

L

S

E

W

E

R

P

I

T

1

6

6

.

8

5

(

T

O

P

)

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

S

I

G

N

S

I

G

N

S

I

G

N

SIGN

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

F

I

R

E

H

Y

F

R

A

N

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

W

A

T

E

R

S

T

O

P

V

A

L

V

E

F

I

R

E

H

Y

F

R

A

N

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

S

I

G

N

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

S

I

G

N

S

I

G

N

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

S

I

G

N

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

O

N

C

R

E

T

E

G

R

A

S

S

E

D

A

R

E

A

G

R

A

S

S

E

D

A

R

E

A

G

R

A

S

S

E

D

A

R

E

A G

R

A

S

S

E

D

A

R

E

A

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

A

N

O

P

Y

C

A

N

O

P

Y

C

A

N

O

P

Y

C

A

N

O

P

Y

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

S

I

G

N

C

A

N

O

P

Y

S

I

G

N

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

S

I

G

N

S

I

G

N

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

SIGN

SIGN

SIGN

G

R

A

S

S

E

D

N

A

T

U

R

E

S

T

R

I

P

G

R

A

S

S

E

D

N

A

T

U

R

E

S

T

R

I

P

P

E

C

H

E

L

L

S

T

R

E

E

T

P

E

C

H

E

L

L

S

T

R

E

E

T

S

T

A

T

I

O

N

S

T

R

E

E

T

6

.

5

6

.

2

6

.

2

6

.

5

2

.

3

H

I

G

H

S

T

R

E

E

T

H

I

G

H

S

T

R

E

E

T

2

.

9

5

.

1

3

.

6

3

.

7

3

.

7

3

.

7

3

.

5

3

.

7

#4

#4

#4

#4

#4

#4

#4

#4

#2

#2

#11

#21

#21

#2

60º ANGLE PARKING

UPGRADE EXISTING ANGLE PARKING

TO PARALLEL PARKING

REINSTATE PARALLEL

PARKING LINEMARKING

1

.

5

1

.

5

1

.

5

1

.

5

A01

A02

A03

A04

A05

A06

A07

A08

A09

A10

1

.

5

#25

#23#24

#22#25

#24

#26

#31

#30

#29

#28

#27

#4

1

.

5

1

.

5

1

.

5

As shown

MURRINDINDI SHIRE COUNCIL

MU114-20

SHEET 02

HZ

FINAL SURFACE CONTOURS

December 2019

31

ISSUED FOR TENDER

Client

Project

SETTING OUT OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR.ALL DIMENSIONS TO BE CHECKED ON SITE.DISCREPANCIES TO BE REPORTED IMMEDIATELY TO THESUPERINTENDENT.THIS DRAWING SHALL BE READ IN CONJUNCTION WITH THESPECIFICATION.

Approved (Manager)

Date

Scales:

Drawn:

Sheets in Set:

Checked:

Drawing Number:

Letter REVISIONS DateLicensed Surveyor

Designed and Documented by

Telephone:

Email:

03 9550 1858

[email protected]

Glen Waverley VIC 3150

21-23 Aristoc Road

Waverley Business Centre

AUSTRALIA

ENGINEERS

Daniel M Ahrens

MIEAust

Member No. 2493718

Chartered Professional Engineer

RM

JCA Land Consultants

THE SUBDIVISION SPECIALISTS

Surveying Engineering Town Planning

Suite 9, 303 Maroondah Highway Ringwood Vic, Australia 3134

Phone 03 9735 4888 Email [email protected] www.jcalc.com.au

FO

R C

ON

TIN

UA

TIO

N S

EE

F

IN

AL S

UR

FA

CE

C

ON

TO

UR

S S

HE

ET

03

FO

R C

ON

TIN

UA

TIO

N S

EE

F

IN

AL S

UR

FA

CE

C

ON

TO

UR

S S

HE

ET

01

SAFETY DESIGN WORKS HIGH STREET, YEA

Page 13: PO Box 138, ALEXANDRA VIC 3714€¦ · MIEAust Member No. 2493718 Chartered Professional Engineer RM JCA Land Consultants THE SUBDIVISION SPECIALISTS Surveying Engineering Town Planning

3

.

5

3

.

8

3

.

7

167.25

167.25

167.2

5

167.25

167.40

167.40

167.45

167.45

167.30

167.5

0

167.55

167.6

0

167.45 167.50

167.55

33

40

3331

29

27

25

232323171719

343436

32

2624

20

18

101010101010

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

H 12

H 12

H 12

H 12

H 12

H 12

H 6

H 6

H 6

H 6

H 12

H 9

H 9.5

H 11

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

0

1

6

7

.

5

9

F

L

G

R

A

T

E

D

P

I

T

1

6

7

.

5

8

(

T

O

P

)

1

6

7

.

4

1

6

9

.

0

P

1

7

3

.

7

G

1

7

0

.

7

P

1

6

7

.

8

8

F

L

1

6

7

.

6

5

F

L

1

6

7

.

6

8

F

L

1

6

7

.

5

1

6

7

.

5

P

R

O

P

E

R

T

Y

O

U

T

L

E

T1

6

7

.

2

1

6

7

.

6

8

F

L

1

6

7

.

8

8

F

L

1

6

7

.

4

1

F

L

1

6

7

.

4

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

0

H 12

H 12

H 12

H 6

H 12

H 15

H 8

H 7

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

1

1

6

7

.

1

1

6

7

.

2

G

R

A

T

E

D

P

I

T

1

6

7

.

5

2

(

T

O

P

)

G

R

A

T

E

D

P

I

T

1

6

7

.

3

3

(

T

O

P

)

G

R

A

T

E

D

P

I

T

1

6

7

.

3

5

(

T

O

P

)

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

7

0

.

4

G

1

6

9

.

8

G

1

7

0

.

4

G

1

7

0

.

3

G

1

7

1

.

2

P

1

7

0

.

7

P

1

6

7

.

6

4

F

L

1

6

7

.

5

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

J

U

N

C

T

I

O

N

P

I

T

1

6

7

.

5

5

(

T

O

P

)

1

6

7

.

7

6

F

L

P

R

O

P

E

R

T

Y

O

U

T

L

E

T1

6

7

.

2

1

6

7

.

7

2

F

L

1

6

7

.

5

0

F

L

1

6

7

.

4

0

F

L

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

S

I

G

N

4

5

°

P

A

R

K

I

N

G

F

I

R

E

P

L

U

G

S

I

G

N

S

I

G

N

4

5

°

P

A

R

K

I

N

G

S

I

G

N

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

G

R

A

S

S

E

D

A

R

E

A

F

I

R

E

H

Y

D

R

A

N

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

S

I

G

N

S

I

G

N

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

B

I

T

U

M

E

N

C

A

R

P

A

R

K

B

I

T

U

M

E

N

C

A

R

P

A

R

K

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

G

R

A

S

S

E

D

A

R

E

A

G

R

A

S

S

E

D

A

R

E

A

G

R

A

S

S

E

D

A

R

E

A

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

F

I

R

E

H

Y

D

R

A

N

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

S

I

G

N

S

I

G

N

W

A

T

E

R

S

T

O

P

V

A

L

V

E

W

A

T

E

R

S

T

O

P

V

A

L

V

E

W

A

T

E

R

S

T

O

P

V

A

L

V

E

F

I

R

E

P

L

U

G

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

W

A

T

E

R

S

T

O

P

V

A

L

V

E

S

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

A

N

O

P

Y

C

A

N

O

P

Y

C

A

N

O

P

Y

C

A

N

O

P

Y

C

A

N

O

P

Y

B

U

S

S

H

E

L

T

E

R

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

C

A

N

O

P

Y

C

A

N

O

P

Y

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

C

A

N

O

P

Y

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

S

I

G

N

G

R

A

S

S

E

D

N

A

T

U

R

E

S

T

R

I

P

T

H

E

C

R

E

S

C

E

N

T

6

.

5

6

.

2

6

.

2

6

.

5

2

.

3

2

.

9

5

.

1

3

.

0

3

.

8

2

.

9

5

.

1

2

.

8

3

.

6

2

.

9

2

.

8

3

.

5

5

.

1

3

.

5

2

.

9

H

I

G

H

S

T

R

E

E

T

H

I

G

H

S

T

R

E

E

T

#4

#4

#4

#4

3

.

5

60º ANGLE PARKING

60º ANGLE PARKING

60º ANGLE PARKING

UPGRADE EXISTING ANGLE PARKING

TO PARALLEL PARKING

1

.

5

1

.

5

1

.

5

#31#32

#33

#26

#22#27

#23#26

#34

#29

#28 #35

1

.

5

1

.

5

As shown

MURRINDINDI SHIRE COUNCIL

MU114-21

SHEET 03

HZ

FINAL SURFACE CONTOURS

December 2019

31

ISSUED FOR TENDER

Client

Project

SETTING OUT OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR.ALL DIMENSIONS TO BE CHECKED ON SITE.DISCREPANCIES TO BE REPORTED IMMEDIATELY TO THESUPERINTENDENT.THIS DRAWING SHALL BE READ IN CONJUNCTION WITH THESPECIFICATION.

Approved (Manager)

Date

Scales:

Drawn:

Sheets in Set:

Checked:

Drawing Number:

Letter REVISIONS DateLicensed Surveyor

Designed and Documented by

Telephone:

Email:

03 9550 1858

[email protected]

Glen Waverley VIC 3150

21-23 Aristoc Road

Waverley Business Centre

AUSTRALIA

ENGINEERS

Daniel M Ahrens

MIEAust

Member No. 2493718

Chartered Professional Engineer

RM

JCA Land Consultants

THE SUBDIVISION SPECIALISTS

Surveying Engineering Town Planning

Suite 9, 303 Maroondah Highway Ringwood Vic, Australia 3134

Phone 03 9735 4888 Email [email protected] www.jcalc.com.au

FO

R C

ON

TIN

UA

TIO

N S

EE

F

IN

AL S

UR

FA

CE

C

ON

TO

UR

S S

HE

ET

04

FO

R C

ON

TIN

UA

TIO

N S

EE

F

IN

AL S

UR

FA

CE

C

ON

TO

UR

S S

HE

ET

02

SAFETY DESIGN WORKS HIGH STREET, YEA

Page 14: PO Box 138, ALEXANDRA VIC 3714€¦ · MIEAust Member No. 2493718 Chartered Professional Engineer RM JCA Land Consultants THE SUBDIVISION SPECIALISTS Surveying Engineering Town Planning

3

.

8

166.85166.90

166.95

167.00

167.00167.05

167.0

5

167.10

5

.

1

293

3

335

7

171719

15

13

11

9

2

1

29

3

2

1

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

H 12

H 12

H 6

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

7

1

6

6

.

7

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

0

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

0

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

8

1

6

7

.

1

7

F

L

1

6

7

.

6

1

F

L

1

6

7

.

6

1

F

L

1

6

7

.

5

9

F

L

H 12

H 12

H 12

H 12

H 12

H 12

H 6

H 6

J

U

N

C

T

I

O

N

P

I

T

1

6

6

.

9

4

(

T

O

P

)

SEWER PIT

166.96(TOP)

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

SIDE ENTRY PIT

167.18(TOP)

4

5

°

P

A

R

K

I

N

G

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

F

I

R

E

H

Y

D

R

A

N

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

G

R

A

S

S

E

D

A

R

E

A

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

S

I

G

N

S

I

G

N

S

I

G

N

F

I

R

E

P

L

U

G

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

S

I

G

N

S

IG

N

S

I

G

N

S

I

G

N

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

S

I

G

N

S

I

G

N

S

I

G

N

S

I

G

N

S

I

G

N

C

O

N

C

R

E

T

E

C

O

N

C

R

E

T

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

H

O

O

D

S

T

R

E

E

T

W

H

A

T

T

O

N

P

L

A

C

E

H

I

G

H

S

T

R

E

E

T

2

.

8

3

.

5

5

.

1

2

.

8

3

.

6

2

.

9

2

.

9

5

.

1

2

.

8

H

IG

H

S

T

R

E

E

T

#4

#2

#4

60º ANGLE PARKING

#20

1

.

5

1

.5

#22#27

#23#26

#22#27

#23#26

#27

3

.

6

1

.

5

1

.

5

#2

As shown

MURRINDINDI SHIRE COUNCIL

MU114-22

SHEET 04

HZ

FINAL SURFACE CONTOURS

December 2019

31

ISSUED FOR TENDER

Client

Project

SETTING OUT OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR.ALL DIMENSIONS TO BE CHECKED ON SITE.DISCREPANCIES TO BE REPORTED IMMEDIATELY TO THESUPERINTENDENT.THIS DRAWING SHALL BE READ IN CONJUNCTION WITH THESPECIFICATION.

Approved (Manager)

Date

Scales:

Drawn:

Sheets in Set:

Checked:

Drawing Number:

Letter REVISIONS DateLicensed Surveyor

Designed and Documented by

Telephone:

Email:

03 9550 1858

[email protected]

Glen Waverley VIC 3150

21-23 Aristoc Road

Waverley Business Centre

AUSTRALIA

ENGINEERS

Daniel M Ahrens

MIEAust

Member No. 2493718

Chartered Professional Engineer

RM

JCA Land Consultants

THE SUBDIVISION SPECIALISTS

Surveying Engineering Town Planning

Suite 9, 303 Maroondah Highway Ringwood Vic, Australia 3134

Phone 03 9735 4888 Email [email protected] www.jcalc.com.au

FO

R C

ON

TIN

UA

TIO

N S

EE

F

IN

AL S

UR

FA

CE

C

ON

TO

UR

S S

HE

ET

03

SAFETY DESIGN WORKS HIGH STREET, YEA

Page 15: PO Box 138, ALEXANDRA VIC 3714€¦ · MIEAust Member No. 2493718 Chartered Professional Engineer RM JCA Land Consultants THE SUBDIVISION SPECIALISTS Surveying Engineering Town Planning

4

.

6

3

.9

3

.

5

105

101

108

106

104

102

98

969294

881

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

H 10.5

H 10.5

H 10

H 6

H 7

H 4

1

6

6

.

6

1

6

6

.

9

6

F

L

1

6

9

.

9

G

1

6

7

.

5

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

D

G

E

O

F

B

I

T

U

M

E

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

H 10.5

H 10.5

H 10.5

H 10.5

H 4

H 4

H 4

1

7

0

.

6

G

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

1

4

F

L

S

E

W

E

R

P

I

T

1

6

7

.

4

7

(

T

O

P

)

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

GRATED PIT

167.19(TOP)

SEWER PIT

167.21(TOP)

E

L

E

C

T

R

I

C

I

T

Y

P

I

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

S

I

G

N

FLOOD LIGHT

SIGN

S

I

G

N

G

R

A

S

S

E

D

N

A

T

U

R

E

S

T

R

I

P

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

S

IG

N

F

I

R

E

P

L

U

G

G

R

A

S

S

E

D

N

A

T

U

R

E

S

T

R

I

P

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

W

A

T

E

R

S

T

O

P

V

A

L

V

E

W

A

T

E

R

S

T

O

P

V

A

L

V

E

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

F

I

R

E

P

L

U

G

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

S

I

G

N

F

I

R

E

H

Y

D

R

A

N

T

S

I

G

N

S

I

G

N

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

B

I

T

U

M

E

N

C

A

R

P

A

R

K

B

I

T

U

M

E

N

C

A

R

P

A

R

K

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

G

R

A

S

S

E

D

A

R

E

A

S

I

G

N

S

I

G

N

S

I

G

N

G

R

A

S

S

E

D

N

A

T

U

R

E

S

T

R

I

P

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

TRAFFIC ISLAND

T

R

A

F

F

IC

IS

L

A

N

D

TRAFFIC ISLAND

E

D

G

E

O

F

B

I

T

U

M

E

N

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

A

N

O

P

Y

C

A

N

O

P

Y

C

A

N

O

P

Y

C

A

N

O

P

Y

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

B

O

L

L

A

R

D

W

I

T

H

L

I

G

H

T

C

O

N

C

R

E

T

E

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

R

O

S

S

I

N

G

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

I

S

L

A

N

D

G

I

F

F

A

R

D

S

T

R

E

E

T

M

E

L

B

O

U

R

N

E

R

O

A

D

Single U

nit T

ruck/B

us (12.5 m

)

Single U

nit T

ruck/B

us (12.5 m

)

Single U

nit T

ruck/B

us (12.5 m

)

Sin

gle

U

nit Truck/B

us (12.5 m

)

Sin

gle

U

nit Truck/B

us (12.5 m

)

Sin

gle

U

nit Truck/B

us (12.5 m

)

2

.

9

5

.

1

3

.

6

3

.

8

2

.

9

5

.

1

3

.

6

3

.

8

H

I

G

H

S

T

R

E

E

T

H

I

G

H

S

T

R

E

E

T

#4

#4

#4

#2

60º ANGLE PARKING

#4

#11

1

.

5

1

.

5

1

.

5

1

.5

5

.

4

#30

#22#31

#23#30

Serv

ice V

ehic

le (

8.8

m)

Serv

ice V

ehic

le (

8.8

m)

Serv

ice V

ehic

le (

8.8

m)

Prim

e m

over and sem

i-trailer (19 m

)

Prim

e m

over and sem

i-trailer (19 m

)

Prim

e m

over and sem

i-trailer (19 m

)

Prim

e m

over a

nd s

em

i-tr

ailer (

19 m

)

Prim

e m

over a

nd s

em

i-tr

ailer (

19 m

)

Prim

e m

over a

nd s

em

i-tr

ailer (

19 m

)

Passenger vehicle (5.2 m

)

Passenger vehicle (5.2 m

)

Passenger vehicle (5.2 m

)

Passenger vehicle (5.2 m

)

As shown

MURRINDINDI SHIRE COUNCIL

MU114-SK01

HZ

VEHICLE TURNING MOVEMENTS

December 2019

31

Client

Project

SETTING OUT OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR.ALL DIMENSIONS TO BE CHECKED ON SITE.DISCREPANCIES TO BE REPORTED IMMEDIATELY TO THESUPERINTENDENT.THIS DRAWING SHALL BE READ IN CONJUNCTION WITH THESPECIFICATION.

Approved (Manager)

Date

Scales:

Drawn:

Sheets in Set:

Checked:

Drawing Number:

Letter REVISIONS DateLicensed Surveyor

Designed and Documented by

Telephone:

Email:

03 9550 1858

[email protected]

Glen Waverley VIC 3150

21-23 Aristoc Road

Waverley Business Centre

AUSTRALIA

ENGINEERS

Daniel M Ahrens

MIEAust

Member No. 2493718

Chartered Professional Engineer

RM

JCA Land Consultants

THE SUBDIVISION SPECIALISTS

Surveying Engineering Town Planning

Suite 9, 303 Maroondah Highway Ringwood Vic, Australia 3134

Phone 03 9735 4888 Email [email protected] www.jcalc.com.au

12.5

2.2 6.2 1.3

Single Unit Truck/Bus (12.5 m)Overall Length 12.500mOverall Width 2.500mOverall Body Height 4.300mMin Body Ground Clearance 0.490mTrack Width 2.500mLock-to-lock time 6.00sCurb to Curb Turning Radius 12.500m

FOR INFORMATION

8.8

1.5 5

Service Vehicle (8.8 m)Overall Length 8.800mOverall Width 2.500mOverall Body Height 4.300mMin Body Ground Clearance 0.427mTrack Width 2.500mLock-to-lock time 4.00sCurb to Curb Turning Radius 12.500m

13.7

8.11

Max 72° Horiz

Max 6° Vert

8.2 1.3 1.3 1.5

6.7

1.6 4.65 1.3

Prime mover and semi-trailer (19 m)

Overall Length 19.000m

Overall Width 2.500m

Overall Body Height 4.300m

Min Body Ground Clearance 0.540m

Track Width 2.500m

Lock-to-lock time 6.00s

Curb to Curb Turning Radius 12.500m

5.2

0.95 3.05

Passenger vehicle (5.2 m)

Overall Length 5.200m

Overall Width 1.940m

Overall Body Height 1.804m

Min Body Ground Clearance 0.295m

Track Width 1.840m

Lock-to-lock time 4.00s

Curb to Curb Turning Radius 6.300m

SAFETY DESIGN WORKS HIGH STREET, YEA

Page 16: PO Box 138, ALEXANDRA VIC 3714€¦ · MIEAust Member No. 2493718 Chartered Professional Engineer RM JCA Land Consultants THE SUBDIVISION SPECIALISTS Surveying Engineering Town Planning

SIDE ENTRY PIT

167.14(TOP)

10111

6365

6062

6466

6872

969294

88

8278

7686

74

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

H 8

H 7.5

H 3

H 10.5

H 10.5

H 6

1

7

2

.

9

G

1

7

0

.

1

G

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

3

8

F

L1

6

7

.

3

8

F

L

1

6

6

.

9

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

7

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

5

1

6

9

.

5

G

J

U

N

C

T

I

O

N

P

I

T

1

6

7

.

0

9

(

T

O

P

)

J

U

N

C

T

I

O

N

P

I

T

1

6

6

.

8

5

(

T

O

P

)

J

U

N

C

T

I

O

N

P

I

T

1

6

6

.

8

4

(

T

O

P

)

S

I

D

E

E

N

T

R

Y

P

I

T

1

6

6

.

9

2

(

T

O

P

)

1

6

6

.

6

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

6

1

6

6

.

9

6

F

L

1

6

7

.

1

1

F

L

1

6

9

.

9

G

S

I

G

N

SIGN

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

H 10

H 12.5

H 13

H 10

H 11

H 7

H 6

H 13

H 11

H 7

H 6

H 7.5

H 10.5

H 10.5

H 10.5

1

6

7

.

0

1

7

0

.

1

G

1

6

9

.

6

G

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

9

1

6

7

.

2

1

F

L

1

6

7

.

0

7

F

L

1

6

7

.

0

6

F

L

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

7

1

6

6

.

7

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

7

1

6

6

.

9

7

F

L

1

7

0

.

6

G

S

E

W

E

R

P

I

T

1

6

6

.

8

5

(

T

O

P

)

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

1

4

F

L

S

E

W

E

R

P

I

T

1

6

7

.

4

7

(

T

O

P

)

S

I

G

N

S

I

G

N

S

I

G

N

S

I

G

N

SIGN

S

I

G

N

F

I

R

E

P

L

U

G

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

F

I

R

E

H

Y

F

R

A

N

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

F

I

R

E

H

Y

D

R

A

N

T

S

I

G

N

S

I

G

N

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

B

I

T

U

M

E

N

C

A

R

P

A

R

K

B

I

T

U

M

E

N

C

A

R

P

A

R

K

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

G

R

A

S

S

E

D

A

R

E

A

G

R

A

S

S

E

D

A

R

E

A

G

R

A

S

S

E

D

A

R

E

A G

R

A

S

S

E

D

A

R

E

A

S

I

G

N

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

A

N

O

P

Y

C

A

N

O

P

Y

C

A

N

O

P

Y

C

A

N

O

P

Y

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

S

IG

N

C

A

N

O

P

Y

S

I

G

N

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

A

N

O

P

Y

C

A

N

O

P

Y

C

A

N

O

P

Y

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

S

I

G

N

S

I

G

N

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

G

R

A

S

S

E

D

N

A

T

U

R

E

S

T

R

I

P

I

S

L

A

N

D

S

T

A

T

I

O

N

S

T

R

E

E

T

B-Double (26.0m)

B-Double (26.0m)

B-Double (26.0m)

B-D

ouble

(26.0

m

)

B-D

ouble

(26.0

m

)

B-D

ouble

(26.0

m

)

Sin

gle

Unit T

ruck/B

us (

12.5

m)

Sin

gle

Unit T

ruck/B

us (

12.5

m)

Sin

gle

Unit T

ruck/B

us (

12.5

m)

H

I

G

H

S

T

R

E

E

T

H

I

G

H

S

T

R

E

E

T

H

I

G

H

S

T

R

E

E

T

H

I

G

H

S

T

R

E

E

T

#4

#4

#4

#4

#4

B-Double (26.0m)

B-Double (26.0m)

B-Double (26.0m)

A05

A06

A07

A08

#25

#23#24

#22#25

#24

#26

#30

#22#31

#23#30

#31

#29

#28

Serv

ice V

ehic

le (

8.8

m)

Serv

ice V

ehic

le (

8.8

m)

Serv

ice V

ehic

le (

8.8

m)

Passenger vehicle (5.2 m

)

Passenger vehicle (5.2 m

)

Passenger vehicle (5.2 m

)

Passenger vehicle (5.2 m

)

Passenger vehicle (5.2 m

)

Passenger vehicle (5.2 m

)

As shown

MURRINDINDI SHIRE COUNCIL

MU114-SK02

HZ

VEHICLE TURNING MOVEMENTS

December 2019

31

Client

Project

SETTING OUT OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR.ALL DIMENSIONS TO BE CHECKED ON SITE.DISCREPANCIES TO BE REPORTED IMMEDIATELY TO THESUPERINTENDENT.THIS DRAWING SHALL BE READ IN CONJUNCTION WITH THESPECIFICATION.

Approved (Manager)

Date

Scales:

Drawn:

Sheets in Set:

Checked:

Drawing Number:

Letter REVISIONS DateLicensed Surveyor

Designed and Documented by

Telephone:

Email:

03 9550 1858

[email protected]

Glen Waverley VIC 3150

21-23 Aristoc Road

Waverley Business Centre

AUSTRALIA

ENGINEERS

Daniel M Ahrens

MIEAust

Member No. 2493718

Chartered Professional Engineer

RM

JCA Land Consultants

THE SUBDIVISION SPECIALISTS

Surveying Engineering Town Planning

Suite 9, 303 Maroondah Highway Ringwood Vic, Australia 3134

Phone 03 9735 4888 Email [email protected] www.jcalc.com.au

12.511.31 0

7.11

Max° HorizMax° Vert

7.85 1.3 1.3 1.68.05

Max° HorizMax° Vert

6.75 1.3 1.3 0.56

5.91.4 3.85 1.3

B-Double (26.0m)Overall Length 26.000mOverall Width 2.500mOverall Body Height 4.300mMin Body Ground Clearance 0.540mTrack Width 2.500mLock-to-lock time 6.00sCurb to Curb Turning Radius 15.000m

12.5

2.2 6.2 1.3

Single Unit Truck/Bus (12.5 m)Overall Length 12.500mOverall Width 2.500mOverall Body Height 4.300mMin Body Ground Clearance 0.490mTrack Width 2.500mLock-to-lock time 6.00sCurb to Curb Turning Radius 12.500m

FOR INFORMATION

5.2

0.95 3.05

Passenger vehicle (5.2 m)

Overall Length 5.200m

Overall Width 1.940m

Overall Body Height 1.804m

Min Body Ground Clearance 0.295m

Track Width 1.840m

Lock-to-lock time 4.00s

Curb to Curb Turning Radius 6.300m

SAFETY DESIGN WORKS HIGH STREET, YEA

Page 17: PO Box 138, ALEXANDRA VIC 3714€¦ · MIEAust Member No. 2493718 Chartered Professional Engineer RM JCA Land Consultants THE SUBDIVISION SPECIALISTS Surveying Engineering Town Planning

SIDE ENTRY PIT

167.14(TOP)

5

3

1

33

4044

46

6365

248

5254

3331

29

343436

32

26

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

H 12

H 9

H 9.5

H 11

H 8

H 8

G

R

A

T

E

D

P

I

T

1

6

7

.

5

8

(

T

O

P

)

1

6

7

.

4

1

7

0

.

7

P

1

6

7

.

8

8

F

L

1

6

7

.

6

5

F

L

1

6

7

.

6

8

F

L

1

6

7

.

5

1

6

7

.

5

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

2

1

6

7

.

6

8

F

L

1

6

7

.

8

8

F

L

1

6

7

.

4

1

F

L

1

6

7

.

4

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

0

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

5

4

F

L

1

6

6

.

8

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

0

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

4

1

F

L

1

6

7

.

3

8

F

L

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

H 12

H 15

H 8

H 7

H 8

H 12

H 12.5

G

R

A

T

E

D

P

I

T

1

6

7

.

3

5

(

T

O

P

)

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

7

0

.

4

G

1

6

9

.

8

G

1

7

0

.

4

G

1

7

0

.

3

G

1

7

0

.

5

G

1

7

1

.

2

P

1

6

7

.

6

4

F

L

1

6

7

.

5

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

2

J

U

N

C

T

I

O

N

P

I

T

1

6

7

.

5

5

(

T

O

P

)

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

2

1

6

7

.

7

2

F

L

1

6

7

.

5

0

F

L

1

6

7

.

4

0

F

L

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

0

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

9

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

0

1

6

7

.

2

0

F

L

W

A

T

E

R

S

T

O

P

V

A

L

V

E

F

I

R

E

H

Y

F

R

A

N

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

S

I

G

N

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

S

I

G

N

4

5

°

P

A

R

K

I

N

G

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

G

R

A

S

S

E

D

A

R

E

A

F

I

R

E

H

Y

D

R

A

N

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

S

I

G

N

S

I

G

N

S

I

G

N

S

I

G

N

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

C

O

N

C

R

E

T

E

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

G

R

A

S

S

E

D

A

R

E

A

G

R

A

S

S

E

D

A

R

E

A

G

R

A

S

S

E

D

A

R

E

A

F

I

R

E

H

Y

D

R

A

N

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

S

I

G

N

W

A

T

E

R

S

T

O

P

V

A

L

V

E

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

A

N

O

P

Y

C

A

N

O

P

Y

C

A

N

O

P

Y

C

A

N

O

P

Y

C

A

N

O

P

Y

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

B

U

S

S

H

E

L

T

E

R

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

C

A

N

O

P

Y

T

E

L

S

T

R

A

P

I

T

SIGN

SIGN

SIGN

G

R

A

S

S

E

D

N

A

T

U

R

E

S

T

R

I

P

G

R

A

S

S

E

D

N

A

T

U

R

E

S

T

R

I

P

P

E

C

H

E

L

L

S

T

R

E

E

T

T

H

E

C

R

E

S

C

E

N

T

P

E

C

H

E

L

L

S

T

R

E

E

T

B-D

ouble

(26.0

m

)

B-D

ouble

(26.0

m

)

B-D

ouble

(26.0

m

)

S

e

rv

ic

e

V

e

h

ic

le

(8

.8

m

)

S

e

rv

ic

e

V

e

h

ic

le

(8

.8

m

)

S

e

rv

ic

e

V

e

h

ic

le

(8

.8

m

)

Sin

gle

Unit T

ruck/B

us (

12.5

m)

Sin

gle

Unit T

ruck/B

us (

12.5

m)

Sin

gle

Unit T

ruck/B

us (

12.5

m)

Service V

ehicle (8.8 m

)

Service V

ehicle (8.8 m

)

Service V

ehicle (8.8 m

)

H

I

G

H

S

T

R

E

E

T

H

I

G

H

S

T

R

E

E

T

#4

#4

#4

#4

#4

#4

#2#2

#11

#21

#21

#2

Prim

e m

over

and s

em

i-tr

ailer

(19 m

)

Prim

e m

over

and s

em

i-tr

ailer

(19 m

)

Prim

e m

over

and s

em

i-tr

ailer

(19 m

)

#30

#31#32

#33

#34

#29

#28

#28

#27

Prim

e m

over a

nd s

em

i-tr

ailer (

19 m

)

Prim

e m

over a

nd s

em

i-tr

ailer (

19 m

)

Prim

e m

over a

nd s

em

i-tr

ailer (

19 m

)

Serv

ice V

ehic

le (

8.8

m)

Serv

ice V

ehic

le (

8.8

m)

Serv

ice V

ehic

le (

8.8

m)

Service V

ehicle (8.8 m

)

Service V

ehicle (8.8 m

)

Service V

ehicle (8.8 m

)

#4

Passenger vehicle (5.2 m

)

Passenger vehicle (5.2 m

)

Passenger vehicle (5.2 m

)

Passenger vehicle (5.2 m

)

Passenger vehicle (5.2 m

)

Passenger vehicle (5.2 m

)

As shown

MURRINDINDI SHIRE COUNCIL

MU114-SK03

HZ

VEHICLE TURNING MOVEMENTS

December 2019

31

Client

Project

SETTING OUT OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR.ALL DIMENSIONS TO BE CHECKED ON SITE.DISCREPANCIES TO BE REPORTED IMMEDIATELY TO THESUPERINTENDENT.THIS DRAWING SHALL BE READ IN CONJUNCTION WITH THESPECIFICATION.

Approved (Manager)

Date

Scales:

Drawn:

Sheets in Set:

Checked:

Drawing Number:

Letter REVISIONS DateLicensed Surveyor

Designed and Documented by

Telephone:

Email:

03 9550 1858

[email protected]

Glen Waverley VIC 3150

21-23 Aristoc Road

Waverley Business Centre

AUSTRALIA

ENGINEERS

Daniel M Ahrens

MIEAust

Member No. 2493718

Chartered Professional Engineer

RM

JCA Land Consultants

THE SUBDIVISION SPECIALISTS

Surveying Engineering Town Planning

Suite 9, 303 Maroondah Highway Ringwood Vic, Australia 3134

Phone 03 9735 4888 Email [email protected] www.jcalc.com.au

12.5

2.2 6.2 1.3

Single Unit Truck/Bus (12.5 m)Overall Length 12.500mOverall Width 2.500mOverall Body Height 4.300mMin Body Ground Clearance 0.490mTrack Width 2.500mLock-to-lock time 6.00sCurb to Curb Turning Radius 12.500m

8.8

1.5 5

Service Vehicle (8.8 m)Overall Length 8.800mOverall Width 2.500mOverall Body Height 4.300mMin Body Ground Clearance 0.427mTrack Width 2.500mLock-to-lock time 4.00sCurb to Curb Turning Radius 12.500m

FOR INFORMATION

13.7

8.11

Max 72° Horiz

Max 6° Vert

8.2 1.3 1.3 1.5

6.7

1.6 4.65 1.3

Prime mover and semi-trailer (19 m)

Overall Length 19.000m

Overall Width 2.500m

Overall Body Height 4.300m

Min Body Ground Clearance 0.540m

Track Width 2.500m

Lock-to-lock time 6.00s

Curb to Curb Turning Radius 12.500m

5.2

0.95 3.05

Passenger vehicle (5.2 m)

Overall Length 5.200m

Overall Width 1.940m

Overall Body Height 1.804m

Min Body Ground Clearance 0.295m

Track Width 1.840m

Lock-to-lock time 4.00s

Curb to Curb Turning Radius 6.300m

SAFETY DESIGN WORKS HIGH STREET, YEA

Page 18: PO Box 138, ALEXANDRA VIC 3714€¦ · MIEAust Member No. 2493718 Chartered Professional Engineer RM JCA Land Consultants THE SUBDIVISION SPECIALISTS Surveying Engineering Town Planning

3

335

7

27

25

232323171719

15

13

11

9

101010101010

2

101010

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

T

A

H 12

H 12

H 12

H 12

H 12

H 12

H 12

H 6

H 6

H 6

H 6

H 6

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

7

1

6

6

.

7

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

0

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

0

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

6

.

8

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

0

1

6

7

.

1

7

F

L

1

6

7

.

6

1

F

L

1

6

7

.

6

1

F

L

1

6

7

.

5

9

F

L

H 12

H 12

H 12

H 12

H 12

H 12

H 12

H 12

H 6

H 6

H 6

J

U

N

C

T

I

O

N

P

I

T

1

6

6

.

9

4

(

T

O

P

)

SEWER PIT

166.96(TOP)

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

P

R

O

P

E

R

T

Y

O

U

T

L

E

T

1

6

7

.

1

1

6

7

.

1

1

6

7

.

2

SIDE ENTRY PIT

167.18(TOP)

G

R

A

T

E

D

P

I

T

1

6

7

.

5

2

(

T

O

P

)

1

6

7

.

3

3

(

T

O

P

)

1

7

0

.

7

P

F

I

R

E

P

L

U

G

S

I

G

N

S

I

G

N

S

I

G

N

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

4

5

°

P

A

R

K

I

N

G

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

F

I

R

E

H

Y

D

R

A

N

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

G

R

A

S

S

E

D

A

R

E

A

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

C

O

N

C

R

E

T

E

F

O

O

T

P

A

T

H

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

4

5

°

P

A

R

K

I

N

G

P

A

R

A

L

L

E

L

P

A

R

K

I

N

G

B

I

T

U

M

E

N

C

A

R

P

A

R

K

B

I

T

U

M

E

N

C

A

R

P

A

R

K

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

W

A

T

E

R

S

T

O

P

V

A

L

V

E

S

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

S

I

G

N

S

I

G

N

F

I

R

E

P

L

U

G

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

S

I

G

N

S

I

G

N

S

I

G

N

S

I

G

N

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

O

N

C

R

E

T

E

C

R

O

S

S

I

N

G

C

A

N

O

P

Y

C

A

N

O

P

Y

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

T

E

L

S

T

R

A

P

I

T

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

S

I

G

N

S

I

G

N

S

I

G

N

S

I

G

N

S

I

G

N

S

I

G

N

C

O

N

C

R

E

T

E

C

O

N

C

R

E

T

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

E

L

E

C

T

R

I

C

I

T

Y

P

O

L

E

H

O

O

D

S

T

R

E

E

T

H

I

G

H

S

T

R

E

E

T

H

IG

H

S

T

R

E

E

T

#4

#2

#4

#4

#4

#20

#26

#22#27

#23#26

#22#27

#23#26

#22#27

#23#26

#27

#35

#2

Passenger vehicle (5.2 m

)

Passenger vehicle (5.2 m

)

Passenger vehicle (5.2 m

)

Passenger vehicle (5.2 m

)

Passenger vehicle (5.2 m

)

Passenger vehicle (5.2 m

)

Passenger vehicle (5.2 m

)

Passenger vehicle (5.2 m

)

Passenger vehicle (5.2 m

)

Passenger vehicle (5.2 m

)

As shown

MURRINDINDI SHIRE COUNCIL

MU114-SK04

HZ

VEHICLE TURNING MOVEMENTS

December 2019

31

Client

Project

SETTING OUT OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR.ALL DIMENSIONS TO BE CHECKED ON SITE.DISCREPANCIES TO BE REPORTED IMMEDIATELY TO THESUPERINTENDENT.THIS DRAWING SHALL BE READ IN CONJUNCTION WITH THESPECIFICATION.

Approved (Manager)

Date

Scales:

Drawn:

Sheets in Set:

Checked:

Drawing Number:

Letter REVISIONS DateLicensed Surveyor

Designed and Documented by

Telephone:

Email:

03 9550 1858

[email protected]

Glen Waverley VIC 3150

21-23 Aristoc Road

Waverley Business Centre

AUSTRALIA

ENGINEERS

Daniel M Ahrens

MIEAust

Member No. 2493718

Chartered Professional Engineer

RM

JCA Land Consultants

THE SUBDIVISION SPECIALISTS

Surveying Engineering Town Planning

Suite 9, 303 Maroondah Highway Ringwood Vic, Australia 3134

Phone 03 9735 4888 Email [email protected] www.jcalc.com.au

FOR INFORMATION

5.2

0.95 3.05

Passenger vehicle (5.2 m)

Overall Length 5.200m

Overall Width 1.940m

Overall Body Height 1.804m

Min Body Ground Clearance 0.295m

Track Width 1.840m

Lock-to-lock time 4.00s

Curb to Curb Turning Radius 6.300m

SAFETY DESIGN WORKS HIGH STREET, YEA